AGS 4.2 Groups and Headings Export

class	group_description	group_status	child	group_order	Group	Heading	Heading_Status	Suggested_Unit	Suggested_Type	Description	Example	Group_Order	Parent_Group
Project / Data Transmission Details	Project Information	Required in all files (Rule 13)	-	1,00	PROJ	PROJ_ID	*R		ID	Project identifier	121415	1	-
Project / Data Transmission Details	Project Information	Required in all files (Rule 13)	-	1,00	PROJ	PROJ_NAME			X	Project title	ACME Gas Works Redevelopment	2	-
Project / Data Transmission Details	Project Information	Required in all files (Rule 13)	-	1,00	PROJ	PROJ_LOC			X	Location of site	High Street, Anytown	3	-
Project / Data Transmission Details	Project Information	Required in all files (Rule 13)	-	1,00	PROJ	PROJ_CLNT			X	Client organisation name	ACME Enterprises	4	-
Project / Data Transmission Details	Project Information	Required in all files (Rule 13)	-	1,00	PROJ	PROJ_CONT			X	Contractor organisation name	ACME Drilling Ltd	5	-
Project / Data Transmission Details	Project Information	Required in all files (Rule 13)	-	1,00	PROJ	PROJ_ENG			X	Project engineer/consultant/designer organisation name	ACME Consulting	6	-
Project / Data Transmission Details	Project Information	Required in all files (Rule 13)	-	1,00	PROJ	PROJ_MEMO			X	General project comments	Initial investigation for building	7	-
Project / Data Transmission Details	Project Information	Required in all files (Rule 13)	-	1,00	PROJ	FILE_FSET			X	Associated file reference (e.g. project specification, site location drawings)	FS1	8	-
Project / Data Transmission Details	Abbreviation Definitions	Required in all files (Rule 16)	-	2,00	ABBR	ABBR_HDNG	*R		X	Field heading in group	LOCA_TYPE	1	-
Project / Data Transmission Details	Abbreviation Definitions	Required in all files (Rule 16)	-	2,00	ABBR	ABBR_CODE	*R		X	Abbreviation used	TP	2	-
Project / Data Transmission Details	Abbreviation Definitions	Required in all files (Rule 16)	-	2,00	ABBR	ABBR_DESC	R		X	Description of abbreviation	Trial Pit	3	-
Project / Data Transmission Details	Abbreviation Definitions	Required in all files (Rule 16)	-	2,00	ABBR	ABBR_LIST			X	Source of abbreviation	AGS4 or ACME Ltd	4	-
Project / Data Transmission Details	Abbreviation Definitions	Required in all files (Rule 16)	-	2,00	ABBR	ABBR_REM			X	Remarks	Additional remarks as required	5	-
Project / Data Transmission Details	Abbreviation Definitions	Required in all files (Rule 16)	-	2,00	ABBR	FILE_FSET			X	Associated file reference (e.g. contract data specification)	FS1	6	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_TYPE	*R		PA	Flag to indicate definition is a GROUP or HEADING (i.e. can be either of GROUP or HEADING)	HEADING	1	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_GRP	*R		X	Group name	NGRP	2	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_HDNG	*		X	Heading name (Note: This data is REQUIRED where DICT_TYPE='HEADING')	NGRP_HED1	3	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_STAT			PA	Heading status KEY, REQUIRED or OTHER (Note: This data is REQUIRED where DICT_TYPE='HEADING')	OTHER	4	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_DTYP			PT	Type of data and format (Note: This data is REQUIRED where DICT_TYPE='HEADING')	2DP	5	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_DESC	R		X	Description	New group heading 1	6	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_UNIT			PU	Units (Note: This data is REQUIRED where DICT_TYPE='HEADING')	mg/kg	7	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_EXMP			X	Example	20	8	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_PGRP			X	Parent group name (Note: This data is REQUIRED where DICT_TYPE='GROUP')	LOCA	9	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	DICT_REM			X	Remarks	Additional remarks as required	10	-
Project / Data Transmission Details	User Defined Groups and Headings	Required in all files which include user defined groups and/or headings (Rule 18)	-	3,00	DICT	FILE_FSET			X	Associated file reference	FS1	11	-
Project / Data Transmission Details	Associated Files	Required in file if FILE_FSET data provided in any group (Rule 19)	-	4,00	FILE	FILE_FSET	*R		X	File set reference	FS128	1	-
Project / Data Transmission Details	Associated Files	Required in file if FILE_FSET data provided in any group (Rule 19)	-	4,00	FILE	FILE_NAME	*R		X	File name	BH1_Core_West.JPG	2	-
Project / Data Transmission Details	Associated Files	Required in file if FILE_FSET data provided in any group (Rule 19)	-	4,00	FILE	FILE_DESC			X	Description of content	BH1 Core photo box 8	3	-
Project / Data Transmission Details	Associated Files	Required in file if FILE_FSET data provided in any group (Rule 19)	-	4,00	FILE	FILE_TYPE			PA	File type	JPG	4	-
Project / Data Transmission Details	Associated Files	Required in file if FILE_FSET data provided in any group (Rule 19)	-	4,00	FILE	FILE_PROG			X	Parent program and version number	Irfanview v4.10	5	-
Project / Data Transmission Details	Associated Files	Required in file if FILE_FSET data provided in any group (Rule 19)	-	4,00	FILE	FILE_DOCT			PA	Document type	PH	6	-
Project / Data Transmission Details	Associated Files	Required in file if FILE_FSET data provided in any group (Rule 19)	-	4,00	FILE	FILE_DATE		yyyy-mm-ddThh:mm	DT	File date	2009-04-01T10:45	7	-
Project / Data Transmission Details	Associated Files	Required in file if FILE_FSET data provided in any group (Rule 19)	-	4,00	FILE	FILE_REM			X	Comments on file	Additional remarks as required	8	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_ISNO	*R		X	Issue sequence reference	1	1	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_DATE	R	yyyy-mm-dd	DT	Date of production of data file	2009-04-01	2	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_PROD	R		X	Data file producer	ACME Drilling Ltd	3	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_STAT	R		X	Status of data within submission	Draft	4	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_DESC			X	Description of data transferred	Draft logs only	5	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_AGS	R		X	AGS Edition Reference	4.2.0	6	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_RECV	R		X	Data file recipient	ACME Consulting	7	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_DLIM			X	Record Link data type Delimiter	\|	8	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_RCON			X	Concatenator	+	9	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	TRAN_REM			X	Remarks	Additional remarks as required	10	-
Project / Data Transmission Details	Data File Transmission Information / Data Status	Required in all files (Rule 14)	-	5,00	TRAN	FILE_FSET			X	Associated file reference (e.g. data file QA check records)	FS1	11	-
Project / Data Transmission Details	Definition of Data Types	Required in all files (Rule�17)	-	6,00	TYPE	TYPE_TYPE	*R		X	Data type code	0DP	1	-
Project / Data Transmission Details	Definition of Data Types	Required in all files (Rule�17)	-	6,00	TYPE	TYPE_DESC	R		X	Description	Numeric, zero decimal places	2	-
Project / Data Transmission Details	Definition of Data Types	Required in all files (Rule�17)	-	6,00	TYPE	FILE_FSET			X	Associated file reference	FS1	3	-
Project / Data Transmission Details	Definition of Units	Required in all files (Rule�15)	-	7,00	UNIT	UNIT_UNIT	*R		X	Unit	ohm m	1	-
Project / Data Transmission Details	Definition of Units	Required in all files (Rule�15)	-	7,00	UNIT	UNIT_DESC	R		X	Description	ohm metres	2	-
Project / Data Transmission Details	Definition of Units	Required in all files (Rule�15)	-	7,00	UNIT	UNIT_REM			X	Remarks	Additional remarks as required	3	-
Project / Data Transmission Details	Definition of Units	Required in all files (Rule�15)	-	7,00	UNIT	FILE_FSET			X	Associated file reference	FS1	4	-
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	AAVT_AAV			2SF	Aggregate Abrasion Value	8.3	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	AAVT_REM			X	Remarks	Additional remarks as required	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	AAVT_METH			X	Test method	BS EN 1097-8:2020	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	AAVT_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	AAVT_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	TEST_STAT			X	Test status	Checked	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Abrasion Tests	-	-	8,00	AAVT	AAVT_DEV			X	Deviation from the specified procedure	Explanation of any deviation	18	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	ACVT_ACV		%	0DP	Aggregate Crushing Value	17	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	ACVT_FRAC			X	Size fraction from which test portion was obtained	10-14mm aggregate	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	ACVT_REM			X	Remarks	Additional remarks as required	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	ACVT_METH			X	Test method	BS 812: Part 110: 1990	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	ACVT_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	ACVT_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	TEST_STAT			X	Test status	Checked	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	18	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Crushing Value Tests	-	-	9,00	ACVT	ACVT_DEV			X	Deviation from the specified procedure	Explanation of any deviation	19	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	AELO_EI			0DP	Aggregate elongation index	9	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	AELO_REM			X	Remarks	Additional remarks as required	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	AELO_METH			X	Test method	BS 812-105.2:1990	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	AELO_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	AELO_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	TEST_STAT			X	Test status	Checked	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Elongation Index Tests	-	-	10,00	AELO	AELO_DEV			X	Deviation from the specified procedure	Explanation of any deviation	18	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	AFLK_FI		%	0DP	Aggregate flakiness index	9	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	AFLK_MASS		kg	1DP	Mass of test portion	35.1	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	AFLK_REM			X	Remarks	Additional remarks as required	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	AFLK_METH			X	Test method	BS EN 933-3:2012	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	AFLK_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	AFLK_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	TEST_STAT			X	Test status	Checked	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	18	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Flakiness Tests	-	-	11,00	AFLK	AFLK_DEV			X	Deviation from the specified procedure	Explanation of any deviation	19	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_AIV1		%	2DP	Aggregate impact value test 1	15.01	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_AIV2		%	2DP	Aggregate impact value test 2	15.03	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_AIV		%	1DP	Mean aggregate impact value	15.0	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_FRAC			X	Size fraction from which test portion was obtained	50% between 8mm and 10mm, 25% between 10mm and 11.2mm, 25% between 11.2mm and 12.5mm	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_PDEN		Mg/m3	2DP	Particle density of size fraction between 8 mm and 12.5mm	2.53	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_REM			X	Remarks	Additional remarks as required	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_METH			X	Test method	BS EN 1097-2:2020	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	TEST_STAT			X	Test status	Checked	19	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	20	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Impact Value Tests	-	-	12,00	AIVT	AIVT_DEV			X	Deviation from the specified procedure	Explanation of any deviation	22	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_LOSA			0DP	Los Angeles coefficient	15	10	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_LOPW		%	0DP	Los Angeles percentage wear	10	11	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_LOWR			0DP	Los Angeles wear ratio	8	12	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_FRAC			X	Size fraction from which test portion was obtained	10-14mm with between 60% and 70% passing a 12.5mm test sieve.	13	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_CHAR			X	Ball load or charge grading	11 steel balls 45-49mm, total load 4800g	14	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_REM			X	Remarks	Additional remarks as required	15	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_METH			X	Test method	BS EN 1097-2:2020	16	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	TEST_STAT			X	Test status	Checked	19	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	20	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Materials Laboratory Testing (Aggregates)	Los Angeles Abrasion Tests	-	-	13,00	ALOS	ALOS_DEV			X	Deviation from the specified procedure	Explanation of any deviation	22	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	APSV_AAV			0DP	Aggregate polished stone value	67	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	APSV_REM			X	Remarks	Additional remarks as required	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	APSV_METH			X	Test method	BS EN 1097-8:2020	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	APSV_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	APSV_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	TEST_STAT			X	Test status	Checked	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Polished Stone Tests	-	-	14,00	APSV	APSV_DEV			X	Deviation from the specified procedure	Explanation of any deviation	18	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_FRAC			X	Size fraction on which sample obtained	10 to 14mm aggregate grading a)	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_TYPE			PA	Type of test	WET	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_MD1			1DP	Micro-Deval coefficient for test specimen one	24.3	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_MD2			1DP	Micro-Deval coefficient for test specimen two	24.3	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_MDE			0DP	Mean micro-Deval value (dry)	24	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_MDS			0DP	Mean micro-Deval value (wet)	24	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_DATE		yyyy-mm-dd	DT	Date control 2 polished stone value first run	2003-02-10	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_REM			X	Remarks	Additional remarks as required	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_METH			X	Test method	BS EN 1097-1:2023	18	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	19	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	20	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	TEST_STAT			X	Test status	Checked	21	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	22	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	23	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Determination of the Resistance to Wear (micro-Deval)	-	-	15,00	ARTW	ARTW_DEV			X	Deviation from the specified procedure	Explanation of any deviation	24	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_SDI1		%	1DP	First cycle slake durability index (if ASDI_SDI1 or ASDI_SDI2 is between 0% and 10%)	6.1	10	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_SDI2		%	1DP	Second cycle slake durability index	8.6	11	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_SOLN			X	Nature and temperature of slaking fluid	Tap water at 20 DegC	12	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_INDR			X	Appearance of fragments retained in the drum	All fragments showing partial disintegration	13	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_PADR			X	Appearance of fragments passing through the drum	Fine particles in suspension with thin layer of larger particles in base of trough.	14	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_REM			X	Remarks	Additional remarks as required	15	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_METH			X	Test method	ISRM: Suggested method for determining slake durability index.	16	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	TEST_STAT			X	Test status	Checked	19	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	20	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Materials Laboratory Testing (Aggregates)	Slake Durability Index Tests	-	-	16,00	ASDI	ASDI_DEV			X	Deviation from the specified procedure	Explanation of any deviation	22	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	ASNS_SOUN		%	0DP	Aggregate soundness test	12	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	ASNS_FRAC			X	Size fraction from which test portion was obtained	10-14mm aggregate	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	ASNS_REM			X	Remarks	Additional remarks as required	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	ASNS_METH			X	Test method	BS EN 1367-2:2009	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	ASNS_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	ASNS_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	TEST_STAT			X	Test status	Checked	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	18	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Soundness Tests	-	-	17,00	ASNS	ASNS_DEV			X	Deviation from the specified procedure	Explanation of any deviation	19	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SPEC_DESC			X	Specimen description	Grey angular limestone	8	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	AWAD_WTAB		%	1DP	Aggregate water absorption	2.6	10	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	AWAD_REM			X	Remarks	Additional remarks as required	11	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	AWAD_METH			X	Test method	BS EN 1097-6:2022	12	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	AWAD_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	13	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	AWAD_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	14	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	TEST_STAT			X	Test status	Checked	15	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	16	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	17	SAMP
Materials Laboratory Testing (Aggregates)	Aggregate Water Absorption Tests	-	-	18,00	AWAD	AWAD_DEV			X	Deviation from the specified procedure	Explanation of any deviation	18	SAMP
Locations and Exploratory Hole Construction Details	Exploratory Hole Backfill Details	-	-	19,00	BKFL	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Backfill Details	-	-	19,00	BKFL	BKFL_TOP	*	m	2DP	Depth to top of section	1.40	2	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Backfill Details	-	-	19,00	BKFL	BKFL_BASE		m	2DP	Depth to base of section	11.40	3	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Backfill Details	-	-	19,00	BKFL	BKFL_DESC			X	Backfill description	Arisings	4	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Backfill Details	-	-	19,00	BKFL	BKFL_LEG			PA	Backfill legend abbreviation	901	5	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Backfill Details	-	-	19,00	BKFL	BKFL_DATE		yyyy-mm-dd	DT	Date of completion of backfill	2004-04-01	6	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Backfill Details	-	-	19,00	BKFL	BKFL_REM			X	Backfill remarks including how it was placed	Additional remarks as required	7	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Backfill Details	-	-	19,00	BKFL	FILE_FSET			X	Associated file reference (e.g. drilling journals)	FS20	8	LOCA
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Stored at constant water/moisture content for 7 days, then soaked for 7 days, maintained at 20 +/- 2 degrees Celsius throughout	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_COND			PA	Sample condition	UNDISTURBED	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_NMC		%	X	Natural water/moisture content of specimen prior to test	16.4	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_200		%	0DP	Weight percent retained on 20mm sieve	10	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_STAB		%	2SF	Amount of stabiliser added	23	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_STYP			X	Type of stabiliser added	Cement	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Specimen lifted during penetration	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_METH			X	Test method including remoulding	BS1377-2:2022, Clause 15	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	TEST_STAT			X	Test status	Checked	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS16	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - General	-	CBRT	20,00	CBRG	CBRG_DEV			X	Deviation from the specified procedure	Explanation of any deviation	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	LOCA_ID	*		ID	Location identifier	327-16A	1	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	SAMP_REF	*		X	Sample reference	24	3	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	SAMP_TYPE	*		PA	Sample type	U	4	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	SPEC_REF	*		X	Specimen reference	1a	6	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	CBRT_TESN	*		X	Test reference	1	8	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	CBRP_END	*		PA	Sample end	TOP	9	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	CBRP_PEN		mm	2DP	Penetration	2.00	10	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Readings	New 4.2	-	21,00	CBRP	CBRP_LOAD		kN	3DP	Force/Load	1.845	11	CBRT
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	LOCA_ID	*		ID	Location identifier	327-16A	1	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	SAMP_REF	*		X	Sample reference	24	3	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	SAMP_TYPE	*		PA	Sample type	U	4	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	SPEC_REF	*		X	Specimen reference	1a	6	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_TESN	*		X	Test reference	1	8	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_TOP		%	U	CBR at top	6.4	9	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_BASE		%	U	CBR at bottom	5.2	10	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_MCT		%	X	Water/moisture content at top after test	15.1	11	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_MCBT		%	X	Water/moisture content at bottom after test	14.2	12	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_IMC		%	X	Initial water/moisture content	21.3	13	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_BDEN		Mg/m3	2DP	Initial bulk density	1.84	14	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_DDEN		Mg/m3	2DP	Initial Dry density	1.60	15	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_SURC		kPa	0DP	Surcharge pressure applied	10	16	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_SKDT			X	Details of soaking	4 days in tap water	17	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_SWEL		mm	1DP	Amount of swell recorded during soaking (if applicable)	3.0	18	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	CBRT_REM			X	Test specific remarks	Additional remarks as required	19	CBRG
Geotechnical Laboratory Testing (Soils and Rocks)	California Bearing Ratio Tests - Data	-	CBRP	22,00	CBRT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS16	20	CBRG
Locations and Exploratory Hole Construction Details	Casing Diameter by Depth	-	-	23,00	CDIA	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Casing Diameter by Depth	-	-	23,00	CDIA	CDIA_DPTH	*	m	2DP	Depth of base of casing recorded in CDIA_DIAM	18.00	2	LOCA
Locations and Exploratory Hole Construction Details	Casing Diameter by Depth	-	-	23,00	CDIA	CDIA_DIAM	*	mm	0DP	Casing diameter	200	3	LOCA
Locations and Exploratory Hole Construction Details	Casing Diameter by Depth	-	-	23,00	CDIA	CDIA_REM			X	Remarks	Additional remarks as required	4	LOCA
Locations and Exploratory Hole Construction Details	Casing Diameter by Depth	-	-	23,00	CDIA	FILE_FSET			X	Associated file reference (e.g. casing cement records)	FS20	5	LOCA
Locations and Exploratory Hole Construction Details	Chiselling Details	-	-	24,00	CHIS	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Chiselling Details	-	-	24,00	CHIS	CHIS_FROM	*	m	2DP	Depth at start of chiselling	5.20	2	LOCA
Locations and Exploratory Hole Construction Details	Chiselling Details	-	-	24,00	CHIS	CHIS_TO		m	2DP	Depth at end of chiselling	5.35	3	LOCA
Locations and Exploratory Hole Construction Details	Chiselling Details	-	-	24,00	CHIS	CHIS_TIME		hh:mm	T	Time taken	00:30	4	LOCA
Locations and Exploratory Hole Construction Details	Chiselling Details	-	-	24,00	CHIS	CHIS_STAR		yyyy-mm-ddThh:mm	DT	Start time	2004-04-01T09:00	5	LOCA
Locations and Exploratory Hole Construction Details	Chiselling Details	-	-	24,00	CHIS	CHIS_TOOL			X	Chiselling tool used	Shell	6	LOCA
Locations and Exploratory Hole Construction Details	Chiselling Details	-	-	24,00	CHIS	CHIS_REM			X	Notes on chiselling	Chiselling sandstone boulder	7	LOCA
Locations and Exploratory Hole Construction Details	Chiselling Details	-	-	24,00	CHIS	FILE_FSET			X	Associated file reference (e.g. drilling journals)	FS20	8	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	SAMP_REF	*		X	Sample reference	24	3	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	CHOC_REF	*		X	Chain of custody reference	A1241/1	6	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	CHOC_FROM			X	Samples despatched from	ACME Sampling Ltd	7	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	CHOC_TO			X	Samples despatched to	ACME Laboratories plc	8	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	CHOC_DDIS		yyyy-mm-dd	DT	Date dispatched	2009-09-20	9	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	CHOC_BTCH			X	Batch reference	S234-1	10	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	CHOC_REM			X	Remarks	Additional remarks as required	11	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	CHOC_CONT			0DP	Number of sample containers	1	12	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Chain of Custody Information	-	-	25,00	CHOC	FILE_FSET			X	Associated file reference (chain of custody sheets)	FS99	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_TESN	*		X	Test number	1	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Stored at constant water/moisture content for 7 days, then soaked for 7 days, maintained at 20 +/- 2 degrees Celsius throughout	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_TYPE			PA	Compaction test type	2.5KG	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_MOLD			PA	Compaction mould type	1 LITRE	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_375		%	0DP	Weight percent of material retained on 37.5mm sieve	7	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_200		%	0DP	Weight percent of material retained on 20mm sieve	15	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_PDEN		Mg/m3	XN	Particle density with prefix # if value assumed	#2.65	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_MAXD		Mg/m3	2DP	Maximum dry density	2.06	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_MCOP		%	2SF	Water/moisture content at maximum dry density (Optimum)	14	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_STAB		%	2SF	Amount of stabiliser added	23	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_STYP			X	Type of stabiliser added	Cement	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Single sample used	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_METH			X	Test method	BS 1377-2:2022, Clause 11.3	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	TEST_STAT			X	Test status	Checked	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS23	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_DEV			X	Deviation from the specified procedure	Explanation of any deviation	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - General	-	CMPT	26,00	CMPG	CMPG_ZONE			X	Grading zone	1	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	LOCA_ID	*		ID	Location identifier	327-16A	1	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	SAMP_REF	*		X	Sample reference	24	3	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	SAMP_TYPE	*		PA	Sample type	U	4	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	SPEC_REF	*		X	Specimen reference	1a	6	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	CMPG_TESN	*		X	Test number	1	8	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	CMPT_TESN	*		X	Compaction point number	1	9	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	CMPT_MC		%	X	Water/moisture content	7.8	10	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	CMPT_DDEN		Mg/m3	3DP	Dry density at CMPT_MC water/moisture content	1.852	11	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	CMPT_REM			X	Remarks	Additional remarks as required	12	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Compaction Tests - Data	-	-	27,00	CMPT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS23	13	CMPG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Sample from base of U100 sample, axis vertical	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_TYPE			PA	Type of consolidation test	OEDOMETER	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_COND			PA	Sample condition	UNDISTURBED	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_SDIA		mm	2DP	Test specimen diameter	75.15	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_HIGT		mm	2DP	Test specimen height	19.25	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_MCI		%	X	Initial water/moisture content	21.1	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_MCF		%	X	Final water/moisture content	18.8	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_BDEN		Mg/m3	2DP	Initial bulk density	2.12	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_DDEN		Mg/m3	2DP	Initial dry density	1.75	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_PDEN		Mg/m3	XN	Particle density with prefix # if value assumed	#2.65	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_SATR		%	0DP	Initial degree of saturation	98	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_SPRS		kPa	2SF	Swelling pressure	100	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_SATH		%	1DP	Height change of specimen on saturation, or flooding as percentage of original height (BS1377 Settlement on saturation test)	1.1	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_IVR			3DP	Initial voids ratio	0.800	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Swell test prior to standard Oedometer	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_METH			X	Test method	BS EN ISO 17892-5:2017	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	TEST_STAT			X	Test status	Checked	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS9	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_DEV			X	Deviations from the test method	5 increments carried out only.	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_MCIS			X	Initial water/moisture content source	Specimen trimmings	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - General	-	CONS	28,00	CONG	CONG_CORR			YN	Results corrected for equipment deformation	Y	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	LOCA_ID	*		ID	Location identifier	327-16A	1	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	SAMP_REF	*		X	Sample reference	24	3	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	SAMP_TYPE	*		PA	Sample type	U	4	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	SPEC_REF	*		X	Specimen reference	1a	6	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_INCN	*		X	Oedometer stress increment	3	8	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_IVR			3DP	Voids ratio at start of increment	0.800	9	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_INCF		kPa	0DP	Stress at end of stress increment/decrement	400	10	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_INCE			3DP	Voids ratio at end of stress increment	0.622	11	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_INMV		m2/MN	2SF	Reported coefficient of volume compressibility over stress increment	0.32	12	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_INSC			2SF	Coefficient of secondary compression over stress increment	0.12	13	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_CVRT		m2/yr	2SF	Coefficient of consolidation over stress increment determined by the root time method	2.1	14	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_CVLG		m2/yr	2SF	Coefficient of consolidation over stress increment determined by the log time method	4.1	15	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_TEMP		DegC	1DP	Average temperature over stress increment	22.0	16	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	CONS_REM			X	Remarks	Additional remarks as required	17	CONG
Geotechnical Laboratory Testing (Soils and Rocks)	Consolidation Tests - Data	-	-	29,00	CONS	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS9	18	CONG
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	CORE_TOP	*	m	2DP	Depth to top of core run	2.54	2	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	CORE_BASE	*	m	2DP	Depth to base of core run	3.54	3	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	CORE_PREC		%	0DP	Percentage of core recovered in core run (TCR)	32	4	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	CORE_SREC		%	0DP	Percentage of solid core recovered in core run (SCR)	23	5	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	CORE_RQD		%	0DP	Rock Quality Designation for core run (RQD)	20	6	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	CORE_DIAM		mm	0DP	Core diameter	75	7	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	CORE_DURN		hh:mm	T	Time taken to drill core run	00:05	8	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	CORE_REM			X	Remarks	Rods dropped 200mm at 3.10m	9	LOCA
Locations and Exploratory Hole Construction Details	Coring Information	-	-	30,00	CORE	FILE_FSET			X	Associated file reference (e.g. photographs of rock cores)	FS5	10	LOCA
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	LOCA_ID	*		ID	Location identifier	327-16A	1	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPTG_TESN	*		X	Test reference or push number	3	2	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_DPTH	*	m	2DP	Inclination corrected depth of dissipation test	5.20	3	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_IR			1DP	Rigidity index used in analysis	50.1	4	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_RCMP			YN	Were the rods clamped during test?	Y	5	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_UI		MPa	3DP	Measured, corrected or assumed initial pore water pressure (u_i)	0.400	6	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_UIP			PA	Procedure to define initial pore water pressure	X	7	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_M		kPa/s	3DP	Gradient of extrapolation line on square root time graph	-2.468	8	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_UEQ		MPa	3DP	Measured or assumed equilibrium pore water pressure (u_o)	0.035	9	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_UEP			PA	Procedure to define equilibrium pore water	GW	10	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_DDIS		%	0DP	Degree of dissipation for analysis	50	11	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_T		s	1DP	Time to achieve degree of dissipation stated in CPDG_DDIS	258.5	12	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_CH		m2/yr	2SCI	Coefficient of consolidation (horizontal), c_h	8.64E-6	13	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_CHMT			X	Method(s) used to determine horizontal coefficient of consolidation	Teh and Houlsby 1991	14	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_CV		m2/yr	2SCI	Coefficient of consolidation (vertical), c_v	1.33E1	15	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_CVMT			X	Method(s) used to determine vertical coefficient of consolidation	c_h x 5	16	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_REM			X	Remarks, note if data is recorded as whole seconds	Additional remarks as required	17	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_DATE		yyyy-mm-ddThh:mm:ss	DT	Test date and time	2009-10-01T10:15:15	18	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_OPER			X	Name of test operator	ABC	19	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	CPDG_ANBY			X	Name(s) of analyser / person responsible for data quality and correctness	ABC/DEF	20	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	TEST_STAT			X	Test status	Checked	21	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - General	New 4.2	CPDT	31,00	CPDG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS19	22	CPTG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	LOCA_ID	*		ID	Location identifier	327-16A	1	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPTG_TESN	*		X	Test reference or push number	3	2	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDG_DPTH	*	m	2DP	Inclination corrected depth of dissipation test	5.20	3	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_TIME	*	s	1DP	Elapsed time since start of test	50.5	4	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_QC		MPa	3DP	Cone resistance (q_c)	0.801	5	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_TF		kN	3DP	Total force or thrust	15.065	6	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_FS		MPa	4DP	Sleeve friction (f_s)	0.0968	7	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_U1		MPa	4DP	Face porewater pressure (u_1)	0.0814	8	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_U2		MPa	4DP	Shoulder porewater pressure (u_2)	0.0814	9	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_U3		MPa	4DP	Top of sleeve porewater pressure (u_3)	0.0814	10	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_TMPI		DegC	1DP	Cone internal temperature. If multiple temperature sensors exist, then the sensor closest to the pore pressure sensors should be used.	8.4	11	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	CPDT_REM			X	Comments	Additional remarks as required	12	CPDG
Geotechnical in situ Testing	Pore Pressure Dissipation Tests (PPDT) - Data	New 4.2	-	32,00	CPDT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS19	13	CPDG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_TESN	*		X	Test reference or push number	3	2	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_TYPE			PA	Cone test type	CPTU	3	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_DATE		yyyy-mm-ddThh:mm:ss	DT	Date time at beginning of test or push	2009-10-01T10:15:05	4	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_PED		m	2DP	Pre-drilled depth	1.25	5	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_RATE		mm/s	0DP	Nominal rate of penetration of the cone	20	6	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_ORNT		deg	0DP	Orientation of inclination X from North	012	7	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_RLOC			PA	The location where the reference reading (pretest zero) of the test was performed	SB	8	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_WAT		m	2DP	Depth to groundwater level, z_w at time of test. Negative for water levels above the location where the reference reading was performed.	3.50	9	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_WATA			X	Origin of groundwater level in CPTG_WAT	Assumed from measurements in nearby boreholes	10	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_TERM			PA	Termination reason(s)	Rods Buckling+Maximum Cone Value	11	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_REF			X	Cone reference	S15.CFIP.A27	12	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_MAN			X	Manufacturer of cone penetrometer	GeoPoke	13	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_FILL			PA	Filter location(s)	U2	14	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CSA		mm2	1DP	Cross sectional area of cone tip, Ball and T-Bar	1001.1	15	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CSAN		mm2	0DP	Nominal cross sectional area of cone tip, Ball and T-Bar	1000	16	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CAR			3DP	Cone area ratio used to calculate qt, also use for Ball and T-Bar	0.810	17	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_SLA		mm2	1DP	Friction sleeve area	14999.5	18	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_SLAN		mm2	0DP	Nominal friction sleeve area	15000	19	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_SHA		mm2	0DP	Cross-sectional area of the connecting shaft for Ball and T-Bar	1104	20	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_SLAR			3DP	Sleeve area ratio used to calculate ft	1.001	21	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CFOS		mm	0DP	Shoulder of cone to centre of friction sleeve offset (physical measurement)	80	22	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CFOA		mm	0DP	Shoulder of cone to centre of friction sleeve offset used by analysis	100	23	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_TBL		mm	1DP	T-Bar length	250.0	24	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_TBD		mm	1DP	T-Bar diameter	40.0	25	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CPC		MPa	1DP	Nominal cone maximum tip pressure capacity (assumed zero load on sleeve for subtraction cones and purely axial load)	100.0	26	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_FPC		MPa	1DP	Nominal friction maximum pressure capacity	100.0	27	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_UPC		MPa	1DP	Nominal porewater pressure maximum pressure capacity	5.0	28	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CPCL			PA	Cone penetrometer class	0	29	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CRDT		yyyy-mm-dd	DT	Date of last calibration of cone	2009-10-01	30	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CDDT		yyyy-mm-dd	DT	Date of last calibration of data logger (applicable to analogue cones)	2009-10-01	31	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_LCA			PA	Load cell arrangement	SC	32	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_FILT			X	Type of filter material used	HDPE	33	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_FRIC			YN	Friction reducer used	Y	34	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_FRID		mm	0DP	Friction reducer distance behind the shoulder of the cone tip	400	35	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_FRIS		mm	0DP	Friction reducer diameter	43	36	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_SAT			X	Method of saturation of pore pressure system and type of fluid used	Secondary saturation with 1000 cSt silicone oil	37	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_EQPT			X	Mass, reaction and equipment geometry	40t truck	38	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_APCL			PA	Test application class or category described in the standard	1	39	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_DAZV			X	Description of application of zero values	Average of pre and post test stabilised zeros applied	40	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CORR			X	Corrections applied during data processing (e.g. depth corrections, removal of rod change spikes, zeros)	fs corrected by +0.005 kPa	41	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_REM			X	Comments on testing and basis of any interpreted parameters included in CPTT	Additional remarks as required	42	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_OPER			X	Name of test operator	ABC	43	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_ANBY			X	Name(s) of analyser / person responsible for data quality and correctness	ABC/DEF	44	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_ENV			X	Details of weather and environmental conditions during test	40 DegC and sunny	45	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_METH			X	Standard followed for testing	BS EN ISO 22476-1:2023	46	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_DEV			X	Deviations from the standard followed	Test continued beyond 15 degrees inclination	47	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CONT			X	Subcontractor name	A Contractor Ltd	48	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	CPTG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	49	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	TEST_STAT			X	Test status	Checked	50	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - General	New 4.2	CPDG+CPTT+CPTY+CPTZ	33,00	CPTG	FILE_FSET			X	Associated file reference (e.g. cone calibration records)	FS18	51	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_DPTH	*	m	2DP	Depth to top of Method	0.00	2	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_BASE		m	2DP	Depth to base of Method, optional, if empty then method applies to maximum depth of LOCA_ID	5.30	3	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_SBT1			X	Method for Soil Behaviour Type	Robertson 1990	4	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_SU1			X	Method for Undrained Shear Strength (s_u) 1, could be used for lower estimate; fine soils	s_u = (q_t - sig_vo) / N_kt, where N_kt = 20	5	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_SU2			X	Method for Undrained Shear Strength (s_u) 2, could be used for upper estimate; fine soils	s_u = (q_t - sig_vo) / N_kt, where N_kt = 15	6	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_DR1			X	Method for Relative density (D_r) 1, could be used for lower estimate; coarse soils	Jamiolkowski et al. 2001, C2 = -2	7	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_DR2			X	Method for Relative density (D_r) 2, could be used for upper estimate; coarse soils	Jamiolkowski et al. 2001, C2= 1	8	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_PHI1			X	Method for Internal Friction Angle; coarse soils	Kulhawy and Mayne 1990	9	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_IC1			X	Method for Soil Behaviour Type Index (I_c)	Jefferies and Davies 1993	10	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_N601			X	Method for Equivalent SPT N_60 value	Robertson and Wride 1998	11	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_E1			X	Method for Young's Modulus, E	Elastic Theory, E_max = 2G_max(1+v)	12	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_MV1			X	Method for Coefficient of Volume Change, m_v	Kulhawy and Mayne 1990	13	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_G01			X	Method for Small strain shear modulus, G_0	Rix and Stokoe 1992	14	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_VS1			X	Method for Shear wave velocity (correlated), V_s	Mayne 2006	15	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_DUW1			X	Method for Dry unit weight, gamma_d	Mayne 2007	16	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_SUW1			X	Method for Saturated unit weight, gamma_s	Mayne 2007	17	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_M1			X	Method for Constrained modulus, M	Kulhawy and Mayne 1990	18	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_CC1			X	Method for Compression index, C_C	Cc = (2.3 * (1 + e) * sig'_vo)/M	19	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_P01			X	Method for Preconsolidation stress, p_0'	Chen and Mayne 1996	20	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_ST1			X	Method for Sensitivity, S_t	Rad and Lunne 1986	21	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_K01			X	Method for Coefficient of lateral earth pressure, K_0	Mayne 2007	22	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_IR1			X	Method for Rigidity index, I_r	Mayne 2001	23	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_K1			X	Method for Permeability, k	Robertson et al. 1986	24	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_FC1			X	Method for Fines content, FC	Robertson and Wride 1998	25	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_CSR1			X	Method for Cyclic stress ratio, CSR	Idriss & Boulanger 2008	26	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_CRR1			X	Method for Cyclic resistance ratio, CRR	Idriss & Boulanger 2008	27	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	CPTM_REM			X	Remarks	Additional remarks as required	28	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Methods/references for Correlated Parameters	New 4.2	-	34,00	CPTM	FILE_FSET			X	Associated file reference	FS18	29	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_DPTH	*	m	2DP	Depth of each reading (CPTT_DPTH) or depth to top of layer	5.20	2	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_BASE		m	2DP	Depth to base of layer, optional	5.30	3	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_SBT1			X	Soil Behaviour Type	3 - Clays	4	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_SU1		kPa	1DP	Undrained Shear Strength (s_u) 1, could be used for lower estimate; fine soils	65.2	5	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_SU2		kPa	1DP	Undrained Shear Strength (s_u) 2, could be used for upper estimate; fine soils	105.1	6	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_DR1		%	1DP	Relative density (D_r) 1, could be used for lower estimate; coarse soils	90.1	7	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_DR2		%	1DP	Relative density (D_r) 2, could be used for upper estimate; coarse soils	95.1	8	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_PHI1		deg	1DP	Internal Friction Angle; coarse soils	42.7	9	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_IC1			1DP	Soil Behaviour Type Index (I_c)	1.5	10	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_N601			0DP	Equivalent SPT N_60 value	32	11	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_E1		MPa	1DP	Young's Modulus, E	10.1	12	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_MV1		m2/MN	2SCI	Coefficient of Volume Change, m_v	2.02E-2	13	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_G01		MPa	1DP	Small strain shear modulus, G_0	98.1	14	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_VS1		m/s	1DP	Shear wave velocity (correlated), V_s	38.5	15	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_DUW1		kN/m3	1DP	Dry unit weight, gamma_d	8.9	16	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_SUW1		kN/m3	1DP	Saturated unit weight, gamma_s	15.2	17	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_M1		MPa	1DP	Constrained modulus, M	376.2	18	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_CC1			2SCI	Compression index, C_C	5.19E-2	19	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_P01		kPa	1DP	Preconsolidation stress, p_0'	300.2	20	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_ST1			1DP	Sensitivity, S_t	16.7	21	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_K01			1DP	Coefficient of lateral earth pressure, K_0	5.1	22	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_IR1			1DP	Rigidity index, I_r	55.8	23	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_K1		m/s	1SCI	Permeability, k	1.0E-3	24	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_FC1		%	1DP	Fines content, FC	5.5	25	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_CSR1			3DP	Cyclic stress ratio, CSR	0.195	26	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_CRR1			3DP	Cyclic resistance ratio, CRR	0.257	27	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	CPTP_REM			X	Remarks	Additional remarks as required	28	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Correlated Parameters	New 4.2	-	35,00	CPTP	FILE_FSET			X	Associated file reference	FS18	29	LOCA
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	LOCA_ID	*		ID	Location identifier	327-16A	1	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTG_TESN	*		X	Test reference or push number	3	2	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_REDN	*		0DP	Sequence number, incrementing number defining order of records	1	3	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_DPTH		m	2DP	Depth of result corrected for inclination	7.12	4	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_PLEN		m	U	Recorded penetration length; Recommend types: 2DP or 3DP	7.127	5	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_QC		MPa	3DP	Cone resistance (q_c), or measured Ball and T-Bar resistance (q_m)	18.065	6	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_FS		MPa	4DP	Sleeve friction (f_s)	0.0968	7	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_U1		MPa	4DP	Face porewater pressure (u_1)	0.0118	8	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_U2		MPa	4DP	Shoulder porewater pressure (u_2)	0.0118	9	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_U3		MPa	4DP	Top of sleeve porewater pressure (u_3)	0.0118	10	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_INCX		deg	1DP	Inclination X	1.7	11	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_INCY		deg	1DP	Inclination Y	1.1	12	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_TIME		yyyy-mm-ddThh:mm:ss.sss	DT	Clock time during the test	2009-10-01T10:15:05.123	13	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_DUR		s	1DP	Duration since start of test	250.0	14	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_TF		kN	3DP	Total force or thrust	15.065	15	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_RF		%	2DP	Friction ratio (R_f)	5.54	16	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_BDEN		Mg/m3	2DP	Bulk density of material (measured or assumed)	2.21	17	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_CPO		MPa	4DP	Total vertical stress (based on CPTT_BDEN)	0.2104	18	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_ISPP		MPa	4DP	In situ pore pressure (u_o) (measured or assumed where not simple hydrostatic based on CPTG_WAT)	0.2000	19	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_CPOD		MPa	4DP	Effective vertical stress (calculated from CPTT_CPO and CPTT_ISPP or CPTG_WAT)	0.1075	20	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_QT		MPa	3DP	Corrected cone resistance (q_t) piezocone only	18.066	21	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_FT		MPa	4DP	Corrected sleeve resistance (f_t) piezocone only	0.1235	22	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_QNET		MPa	3DP	Net cone resistance (q_n), or net Ball and T-bar resistance (q_ball and q_T-bar)	17.856	23	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_QE		MPa	3DP	Effective cone resistance (qe) piezocone only	18.053	24	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_RFT		%	2DP	Corrected friction ratio (R_ft) piezocone only	2.76	25	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_EXPP		MPa	4DP	Excess pore pressure (u-u_o) piezocone only	-0.0911	26	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_BQ			4DP	Pore pressure ratio (B_q) piezocone only	-0.0051	27	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_NQT			2DP	Normalised cone resistance (Q_t)	166.01	28	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_NFR		%	2DP	Normalised friction ratio (F_r)	0.54	29	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_MAGX		nT	0DP	Magnetic flux - X	-7707	30	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_MAGY		nT	0DP	Magnetic flux - Y	15353	31	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_MAGZ		nT	0DP	Magnetic flux - Z	73007	32	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_MAGT		nT	1DP	Magnetic flux - Total (calculated)	75000.9	33	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_MAGG		nT/cm	1DP	Magnetic flux - Gradient (calculated)	401.3	34	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_CON		uS/cm	0DP	Conductivity	2	35	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_TEMP		DegC	1DP	Soil temperature	8.4	36	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_TPQC		DegC	1DP	Temperature associated with tip sensor. Use this heading if there is one temperature sensor.	8.4	37	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_TPFS		DegC	1DP	Temperature associated with sleeve sensor	8.4	38	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_TPU		DegC	1DP	Temperature associated with pore pressure sensor	8.4	39	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_PH			1DP	pH reading	6.9	40	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_REDX		mV	2DP	Redox potential	1.11	41	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_SMP		%	1DP	Soil moisture	1.1	42	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_NGAM		counts/s	1DP	Natural gamma radiation	1.1	43	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_FFD1		%	0DP	Fluorescence intensity 1	96	44	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_FFD2		%	0DP	Fluorescence intensity 2	96	45	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_PID		uV	0DP	Photo ionization detector	3650	46	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_FID		uV	0DP	Flame ionization detector	151260	47	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	CPTT_REM			X	Remarks	Additional remarks as required	48	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Data	New 4.2	-	36,00	CPTT	FILE_FSET			X	Associated file reference (e.g. raw field data)	FS18	49	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	LOCA_ID	*		ID	Location identifier	327-16A	1	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTG_TESN	*		X	Test reference or push number	3	2	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_TESN	*		X	Cyclic test number	1	3	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_DPTH		m	2DP	Top depth of cyclic test corrected for inclination	5.20	4	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_DINT		m	2DP	Depth Interval of cyclic test	0.25	5	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_NUMC			0DP	Number of full cycles in cyclic test	10	6	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_REDI			0DP	Initial reading number of cyclic test	50	7	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_REDF			0DP	Final reading number of cyclic test	500	8	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_TIMI		s	1DP	Initial elapsed time (CPTT_TIME) of cyclic test	25.5	9	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_TIMF		s	1DP	Final elapsed time (CPTT_TIME) of cyclic test	200.3	10	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	CPTY_REM			X	Remarks, including early termination reason	Additional remarks as required	11	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Cyclic Tests	New 4.2	-	37,00	CPTY	FILE_FSET			X	Associated file reference (e.g. raw field data)	FS18	12	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	LOCA_ID	*		ID	Location identifier	327-16A	1	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTG_TESN	*		X	Test reference or push number	3	2	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_PARM	*		PA	Measured Parameter	QC	3	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZBD			U	Zero before at deck/surface (for over water testing where CPTG_RLOC is BB or SB)	0.001	4	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZB			U	Zero before at reference/test level	0.100	5	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZA			U	Zero after at reference/test level	0.019	6	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZAD			U	Zero after at deck/surface (for over water testing where CPTG_RLOC is BB or SB)	0.020	7	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZAC			U	Zero after test when cone has been cleaned at test level/deck/surface	0.020	8	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZD			4DP	Zero drift between reference readings, CPTZ_ZA - CPTZ_ZB	0.0111	9	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZDD			4DP	Zero drift between deck/surface readings, CPTZ_ZAD - CPTZ_ZBD	0.0111	10	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZDC			4DP	Zero drift between before and cleaned, CPTZ_ZAC - first of CPTZ_ZBD or CPTZ_ZB	0.0111	11	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_CD			4DP	Calibration drift between calibration or first test, and first of CPTZ_ZBD or CPTZ_ZB	0.0111	12	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZS			4DP	Zero output stability, the difference between maximum and minimum values recorded for one minute	0.0060	13	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZSS			X	Origin of zero output stability	Zero before at deck/surface	14	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_ZVUC			U	Zero value used in calculation	0.100	15	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_EGUT			PU	Engineering unit for CPTZ_ZBD, CPTZ_ZB, CPTZ_ZA, CPTZ_ZAD, CPTZ_ZAC, CPTG_ZD, CPTG_CD and CPTG_ZS	MPa	16	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	CPTZ_REM			X	Remarks	Additional remarks as required	17	CPTG
Geotechnical in situ Testing	Cone Penetration Test (CPT/CPTu) - Zeros	New 4.2	-	38,00	CPTZ	FILE_FSET			X	Associated file reference	FS18	18	CPTG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	LOCA_ID	*		ID	Location identifier	327-16A	1	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	SAMP_REF	*		X	Sample reference	24	3	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	SAMP_TYPE	*		PA	Sample type	U	4	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	SPEC_REF	*		X	Specimen reference	1a	6	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_TESN	*		X	Test / Stage Number	2	8	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_CELL		kPa	1DP	Final cell pressure	350.5	9	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_BPWP		kPa	1DP	Base porewater pressure	692.0	10	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_MPWP		kPa	1DP	Mid-height porewater pressure	692.0	11	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_MPB		%	2DP	Mid-height B value	99.12	12	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_BB		%	2DP	Base B value	99.10	13	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_TYPE			PA	Type of consolidation	ISOTROPIC	14	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_BACF		kPa	1DP	Final back pressure	200.0	15	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_ELAP		hh:mm:ss	T	Duration of test/stage number	09:38:23	16	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_CHGT		mm	2DP	Specimen height at end of stage	36.98	17	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_DIAE		mm	2DP	Specimen diameter at end of stage	75.21	18	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_MCE		%	X	Water content at end of stage	21.1	19	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_BDE		Mg/m3	2DP	Bulk density at end of stage	2.01	20	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_DDE		Mg/m3	2DP	Dry density at end of stage	1.60	21	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_RDE		%	1DP	Relative density index of sand at end of stage	90.1	22	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_INCE			3DP	Voids ratio at end of stage	0.765	23	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_ASE		kPa	1DP	Effective axial stress at end of stage	200.1	24	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_RSE		kPa	1DP	Effective radial stress at end of stage	100.1	25	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_SSE		kPa	1DP	Shear stress at end of stage	100.1	26	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_DEVE		kPa	1DP	Deviatoric stress at end of stage	100.1	27	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_MNSE		kPa	1DP	Mean effective stress at end of stage	99.7	28	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_RTOE			2DP	Ratio of radial to axial effective stress at end of stage	2.12	29	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_EASE		%	3DP	External axial strain at end of stage	0.221	30	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_VLSE		%	3DP	Volumetric strain from measured volume change at end of stage	0.271	31	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_RDSE		%	3DP	Radial strain from measured volume change at end of stage	0.232	32	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_B		%	1DP	B value	99.1	33	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_BETS			X	Bender element test sequence	After anisotropic consolidation stage 2	34	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_BEAX			PA	Bender element axis of measurement	hv	35	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_BEDS		mm	2DP	Distance between bender elements	1.92	36	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_MAT		s	4DP	Measured arrival time of propagated wave	0.4943	37	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_MATM			X	Method of measuring arrival time of propagated wave	Peak to peak	38	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_SWV		m/s	0DP	Calculated shear wave velocity	395	39	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_SMGM		MPa	1DP	Shear modulus Gmax	295.3	40	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	CTRC_REM			X	Remarks	Additional remarks as required	41	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Consolidation	DEPRECATED	CTRP	39,00	CTRC	FILE_FSET			X	Associated file reference	FS10	42	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	LOCA_ID	*		ID	Location identifier	327-16A	1	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	SAMP_REF	*		X	Sample reference	24	3	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	SAMP_TYPE	*		PA	Sample type	U	4	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	SPEC_REF	*		X	Specimen reference	1a	6	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRC_TESN	*		X	Test / Stage Number	2	8	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRP_CYC	*		0DP	Cycle number	2	9	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_TIME		yyyy-mm-ddThh:mm:ss	DT	Date/time of reading	2017-10-02T00:20:32	10	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_COND			PA	Test conditions	DRAINED	11	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_SDIA		mm	2DP	Specimen diameter	36.51	12	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_HIGH		mm	2DP	Specimen height	73.55	13	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_CELL		kPa	1DP	Cell pressure	350.1	14	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_BPWP		kPa	1DP	Base porewater pressure	692.0	15	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_MPWP		kPa	1DP	Mid-plane porewater pressure	692.0	16	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_EAS		%	3DP	External axial strain	0.002	17	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_LAS1		%	3DP	Local axial strain 1	0.002	18	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_LAS2		%	3DP	Local axial strain 2	0.001	19	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_VOL		%	3DP	Volumetric strain	0.005	20	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_RAD		%	3DP	Radial strain	0.012	21	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_SHSN		%	3DP	Shear strain	0.543	22	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_SHST		kPa	1DP	Shear stress	98.2	23	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_DEV		kPa	1DP	Deviatoric stress	80.2	24	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_PSD		kPa	1DP	Principal stress difference	150.0	25	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_MEES		kPa	1DP	Mean effective stress	510.0	26	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_SECE		MPa	1DP	Secant Young's Modulus (Local)	619.4	27	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_TANE		MPa	1DP	Tangent Young's Modulus	619.4	28	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_FREQ		Hz	2SF	Loading frequency	0.31	29	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_CSTS		kPa	1DP	Cyclic amplitude	200.0	30	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_ACVS		kPa	1DP	Average cyclic axial stress	200.0	31	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_DAVS		%	3DP	Double amplitude axial strain	14.323	32	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_CESR			2DP	Compression/Extension stress ratio	0.02	33	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_EMPR		%	1DP	Excess mid-plane pore pressure ratio	5.0	34	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_EBPR		%	1DP	Excess base pore pressure ratio	9.0	35	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	CTRD_REM			X	Remarks	Additional remarks as required	36	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Data	New	-	40,00	CTRD	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	37	CTRP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SPEC_DESC			X	Specimen description	CLAY	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SPEC_PREP			X	Specimen preparation technique used	Water pluviation	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_TYPE			PA	Type of test	CAUC	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_MCI		%	X	Initial water/moisture content	21.3	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_MCF		%	X	Final water/moisture content	22.1	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_H2O			X	Description of type of water used for filter flushing, and salt content if relevant	Salt water 30g/L	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_SBP		kPa	1DP	Saturation back pressure	102.5	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_SATR		%	0DP	Initial degree of saturation after back pressure	98	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_IRD		%	1DP	Initial sample relative density	90.1	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_SDIA		mm	2DP	Initial specimen diameter	38.25	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_HIGT		mm	2DP	Initial height of specimen	76.51	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_TMSS		g	2DP	Total mass of installed specimen	102.53	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_PDEN		Mg/m3	XN	Particle density with prefix # if value assumed	#2.65	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_MADD		Mg/m3	2DP	Maximum density of sand	1.89	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_MIDD		Mg/m3	2DP	Minimum density of sand	1.78	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_DDEN		Mg/m3	2DP	Initial dry density	1.84	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_BDEN		Mg/m3	2DP	Initial bulk density	2.12	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_IVR			3DP	Initial voids ratio	0.987	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_SAT			X	Method of saturation	Back pressure, none	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_DURN		day	1DP	Test Duration	2.5	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_REM			X	Remarks	Additional remarks as required	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_METH			X	Test method	ASTM D5311/D5311M-25	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_DEV			X	Deviations from the test method	Explanation of any deviation	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	CTRG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	33	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	TEST_STAT			X	Test status	Checked	34	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - General	New	CTRC+CTRS	41,00	CTRG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS9	35	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	LOCA_ID	*		ID	Location identifier	327-16A	1	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	SAMP_REF	*		X	Sample reference	24	3	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	SAMP_TYPE	*		PA	Sample type	U	4	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	SPEC_REF	*		X	Specimen reference	1a	6	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRC_TESN	*		X	Test / Stage Number	2	8	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_CYC	*		0DP	Cycle number	2	9	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_CYCF			0DP	Cycle number of failure	29	10	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_PWPM		kPa	1DP	Maximum excess porewater pressure	100.1	11	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_MNPP		kPa	1DP	Minimum excess porewater pressure	95.1	12	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_MXSS		kPa	1DP	Maximum shear stress	125.2	13	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_MNSS		kPa	1DP	Minimum shear stress	110.2	14	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_AVSS		kPa	1DP	Mean shear stress	99.2	15	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_CSS		kPa	1DP	Cyclic shear stress ((Max-Min)/2)	117.2	16	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_ACVS		kPa	1DP	Average cyclic axial stress	200.1	17	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_ASF		%	3DP	Axial strain at failure	0.015	18	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_FPWP		kPa	1DP	Porewater pressure at failure	320.1	19	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_QMAX		kPa	1DP	Maximum deviatoric stress	232.2	20	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_QMIN		kPa	1DP	Minimum deviatoric stress	75.1	21	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_MNES		kPa	1DP	Mean effective stress at end of CTRD_CYC	81.2	22	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_EAMX		%	3DP	Maximum axial strain	0.258	23	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_EAMN		%	3DP	Minimum axial strain	0.258	24	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_FVR			3DP	Final voids ratio	0.783	25	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_QEMX		kPa	1DP	Deviatoric stress at maximum axial strain	195.1	26	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_QEMN		kPa	1DP	Deviatoric stress at minimum axial strain	55.2	27	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_ESEC		MPa	1DP	Secant modulus	452.2	28	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_DAMP			2DP	Damping ratio	7.31	29	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_MODE			X	Mode of failure	Brittle	30	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_DIPL		%	2DP	Percent Difference from Programmed Load	3.24	31	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_OBP			X	Observed Performance (Visual)	Uniform straining	32	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	CTRP_REM			X	Remarks	Additional remarks as required	33	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Test - Derived Parameters	New	CTRD	42,00	CTRP	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	34	CTRC
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	LOCA_ID	*		ID	Location identifier	327-16A	1	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	SAMP_REF	*		X	Sample reference	24	3	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	SAMP_TYPE	*		PA	Sample type	U	4	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	SPEC_REF	*		X	Specimen reference	1a	6	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_TESN	*		X	Test / Stage Number	2	8	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_CELL		kPa	1DP	Saturation cell pressure	200.1	9	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_BPWP		kPa	1DP	Saturation base porewater pressure	100.2	10	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_MPWP		kPa	1DP	Saturation mid-height porewater pressure	120.1	11	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_MPB			2DP	Saturation mid-height B value	0.95	12	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_BB			2DP	Saturation base B value	0.99	13	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_SAT			X	Saturation method	Back Pressure	14	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_FSAT		%	2DP	Final saturation	99.12	15	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	CTRS_REM			X	Remarks	Additional remarks as required	16	CTRG
Geotechnical Laboratory Testing (Soils and Rocks)	Cyclic Triaxial Tests - Saturation	DEPRECATED	-	43,00	CTRS	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	17	CTRG
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_DATE	*	yyyy-mm-dd	DT	Test date	2003-03-20	2	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_TESN	*		X	Test reference	1	3	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_DPTH	*	m	2DP	Depth from surface to start of test	0.30	4	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_ZERO		mm	0DP	Zero reading	223	5	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_LREM			X	Details of surface and base layers removed prior to/during the test (if applicable)	Asphalt surface layer removed by coring to allow testing of sub-base layers	6	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_REM			X	Test remarks	Test terminated at 0.53m penetration due to significant lean away from vertical	7	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_ENV			X	Details of weather and environmental conditions during test	Sunny and warm	8	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_METH			X	Test method	DMRB CS 229	9	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_CONT			X	Name of testing organization	ACME On-site Testing Ltd	10	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	11	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	TEST_STAT			X	Test status	Checked	12	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	FILE_FSET			X	Associated file reference (e.g. field record sheets)	FS26	13	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - General	-	DCPT	44,00	DCPG	DCPG_OPER			X	Name of test operator	Bill Mallard	14	LOCA
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - Data	-	-	45,00	DCPT	LOCA_ID	*		ID	Location identifier	327-16A	1	DCPG
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - Data	-	-	45,00	DCPT	DCPG_DATE	*	yyyy-mm-dd	DT	Test date	2003-03-20	2	DCPG
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - Data	-	-	45,00	DCPT	DCPG_TESN	*		X	Test reference	1	3	DCPG
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - Data	-	-	45,00	DCPT	DCPG_DPTH	*	m	2DP	Depth from surface to start of test	0.30	4	DCPG
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - Data	-	-	45,00	DCPT	DCPT_CBLO	*		0DP	Cumulative blows	1	5	DCPG
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - Data	-	-	45,00	DCPT	DCPT_PEN		mm	0DP	Penetration at DCPT_CBLO	9	6	DCPG
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - Data	-	-	45,00	DCPT	DCPT_DEL		hh:mm	T	Delay before increment started	00:00	7	DCPG
Geotechnical in situ Testing	Dynamic Cone Penetrometer Tests - Data	-	-	45,00	DCPT	DCPT_REM			X	Test reading remarks	Additional remarks as required	8	DCPG
Geological Descriptions and Information	Stratum Detail Descriptions	-	-	46,00	DETL	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geological Descriptions and Information	Stratum Detail Descriptions	-	-	46,00	DETL	DETL_TOP	*	m	2DP	Depth to top of detail description	3.46	2	LOCA
Geological Descriptions and Information	Stratum Detail Descriptions	-	-	46,00	DETL	DETL_BASE	*	m	2DP	Depth to base of detail description	3.76	3	LOCA
Geological Descriptions and Information	Stratum Detail Descriptions	-	-	46,00	DETL	DETL_DESC			X	Detail description	Claystone	4	LOCA
Geological Descriptions and Information	Stratum Detail Descriptions	-	-	46,00	DETL	DETL_REM			X	Remarks	Additional remarks as required	5	LOCA
Geological Descriptions and Information	Stratum Detail Descriptions	-	-	46,00	DETL	FILE_FSET			X	Associated file reference (e.g. logging field sheets)	FS4	6	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_TOP	*	m	2DP	Depth to top in hole, or distance to start on traverse, of discontinuity zone, or discontinuity	10.26	2	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_BASE	*	m	2DP	Depth to base in hole, or distance to end on traverse, of discontinuity zone	12.67	3	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	FRAC_SET	*		X	Discontinuity set reference	J3	4	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_NUMB	*		X	Discontinuity reference	57	5	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_TYPE			PA	Type of discontinuity	Joint	6	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_DIP		deg	X	Dip of discontinuity	8	7	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_DIR		deg	X	Dip direction of discontinuity	247	8	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_RGH			X	Small scale roughness	Smooth	9	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_PLAN			X	Medium scale roughness	Planar	10	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_WAVE		m	1DP	Large scale roughness, wavelength	15.1	11	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_AMP		m	1DP	Large scale roughness, amplitude	0.5	12	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_JRC			0DP	Joint Roughness Coefficient	10	13	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_APP			X	Surface appearance	Slightly polished	14	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_APT		mm	XN	Discontinuity aperture measurement	2	15	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_APOB			X	Discontinuity aperture observation	Infilled	16	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_INFM			X	Infilling material	Soft clay	17	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_TERM			PA	Discontinuity termination (lower, upper)	X	18	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_PERS		m	1DP	Persistence measurement	10.5	19	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_STR		MPa	0DP	Discontinuity wall strength	50	20	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_WETH			X	Discontinuity wall weathering	Slightly weathered	21	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_SEEP			X	Seepage rating	Small	22	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_FLOW		l/s	0DP	Water flow estimate	2	23	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_REM			X	Remarks	Additional remarks as required	24	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	FILE_FSET			X	Associated file reference (e.g. logging field sheets)	FS24	25	LOCA
Geological Descriptions and Information	Discontinuity Data	-	-	47,00	DISC	DISC_MID		m	2DP	Depth to mid-point in hole, or distance to mid-point on traverse, of discontinuity zone	11.47	26	LOCA
Geological Descriptions and Information	Driller Geological Description	New	-	48,00	DLOG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geological Descriptions and Information	Driller Geological Description	New	-	48,00	DLOG	DLOG_TOP	*	m	2DP	Depth to top of drillers stratum description	11.25	2	LOCA
Geological Descriptions and Information	Driller Geological Description	New	-	48,00	DLOG	DLOG_BASE	*	m	2DP	Depth to base of drillers stratum description	12.25	3	LOCA
Geological Descriptions and Information	Driller Geological Description	New	-	48,00	DLOG	DLOG_DESC			X	Drillers description of stratum	Dense yellow SAND	4	LOCA
Geological Descriptions and Information	Driller Geological Description	New	-	48,00	DLOG	DLOG_REM			X	Remarks	Additional remarks as required	5	LOCA
Geological Descriptions and Information	Driller Geological Description	New	-	48,00	DLOG	FILE_FSET			X	Associated file reference (e.g. sampling field sheets)	FS67	6	LOCA
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	LOCA_ID	*		ID	Location identifier	327-16A	1	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMTG_TESN	*		X	Test reference	5	2	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_DPTH	*	m	2DP	Depth of dissipation test	5.05	3	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_TFLX		min	2DP	Time to point of inflection on dissipation curve (T_flex)	10.15	4	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_CH		m2/yr	2SCI	Coefficient of consolidation (c_h), (horizontal), calculated from DMDG_TFLX	8.64E-6	5	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_CHMT			X	Method(s) used to determine horizontal coefficient of consolidation	Marchetti TC16	6	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_MH		MPa	2DP	Horizontal constrained modulus, M_h	3.45	7	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_MHMT			X	Method(s) used to determine horizontal constrained modulus	Marchetti TC16	8	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_KH		m/s	1SCI	Horizontal coefficient of permeability (k_h), calculated from DMDG_TFLX	1.1E-8	9	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_KHMT			X	Method(s) used to determine horizontal coefficient of permeability	Marchetti TC16	10	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_DATE		yyyy-mm-ddThh:mm:ss	DT	Test start date and time	2009-10-01T10:15:16	11	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	TEST_STAT			X	Test status	Checked	13	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	DMDG_REM			X	Note on set up conditions	Additional remarks as required	14	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - General	New 4.2	DMDT	49,00	DMDG	FILE_FSET			X	Associated File Reference	FS10	15	DMTG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - Data	New 4.2	-	50,00	DMDT	LOCA_ID	*		ID	Location identifier	327-16A	1	DMDG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - Data	New 4.2	-	50,00	DMDT	DMTG_TESN	*		X	Test reference	5	2	DMDG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - Data	New 4.2	-	50,00	DMDT	DMDG_DPTH	*	m	2DP	Depth of dissipation test	5.05	3	DMDG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - Data	New 4.2	-	50,00	DMDT	DMDT_TIME	*	s	1DP	Elapsed time since start of test	5.5	4	DMDG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - Data	New 4.2	-	50,00	DMDT	DMDT_A		kPa	2DP	A-pressure test reading	1.12	5	DMDG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - Data	New 4.2	-	50,00	DMDT	DMDT_REM			X	Note on individual record	Additional remarks as required	6	DMDG
Geotechnical in situ Testing	Flat Dilatometer Dissipation Test - Data	New 4.2	-	50,00	DMDT	FILE_FSET			X	Associated File Reference	FS10	7	DMDG
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_TESN	*		X	Test reference	5	2	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_DATE		yyyy-mm-ddThh:mm:ss	DT	Test date and time	2009-10-01T10:15:16	3	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_ORNT		deg	0DP	Angle that the membrane is pointing to	012	4	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_PED		m	2DP	Pre-drilled depth	1.25	5	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_WAT		m	2DP	Depth to groundwater level, z_w at time of test	2.25	6	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_WATA			X	Origin of groundwater level in DMTG_WAT	Measured	7	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_TYPE			PA	Specific details on type of DMT equipment	PNEUMATIC	8	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_REFB			X	Serial number of blade (if applicable)	ABC123	9	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_REFA			X	Serial number of the acquisition unit (if applicable)	XYZ123	10	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_MAN			X	Manufacturer of the dilatometer	GeoPoke	11	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_RIG			X	Type of penetration rig	Small track rig	12	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_EQPT			X	Mass, reaction and equipment geometry	5t, Ground anchors	13	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_COT			X	Method and calibration of thrust measurement	200 kN Futek LCF500 load cell, calibrated 18/11/2025, certificate number N25-2373.	14	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_TDR			X	Type and diameter of penetration rods	GeoPoke CPT rods, 36 mm	15	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_DIMS			X	Geometry and dimensions of the dilatometer, as measured	Width 95 mm, Thickness 15 mm, Apex angle 26 degrees	16	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_PRSG			X	Measuring range of the pressure gauges and zero offset when vented	6 bar, 0.02 bar offset. 80 bar, 0.5 bar offset.	17	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_FRIC			X	Details of any rod friction reducer, including diameter	40 mm ring 500 mm behind blade connection	18	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_DITH		mm	2DP	Membrane thickness	0.25	19	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_BCVA		kPa	2DP	Blade calibration value used, delta A	0.15	20	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_BCVB		kPa	2DP	Blade calibration value used, delta B	0.40	21	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_FAED		MPa	1DP	Dilatometer modulus (Ed) factor	34.7	22	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_FAS0		mm	1DP	Membrane displacement	1.1	23	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_TERM			X	Termination reason(s)	Maximum nominal pressure + danger of buckling rods	24	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_CORR			X	Corrections applied during data processing (e.g. depth corrections, zeros)	Different Delta A and Delta B used from 8.6 m down due to membrane tear at 8.4 m.	25	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_REM			X	Note on set up conditions, comments on testing, types of materials encountered if possible	Additional remarks as required	26	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_OPER			X	Name of test operator	ABC	27	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_ANBY			X	Name(s) of analyser / person responsible for data quality and correctness	ABC/DEF	28	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_ENV			X	Details of weather and environmental conditions during test	24 DegC and sunny	29	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_METH			X	Standard followed for testing	ISO 22476-11:2017	30	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_DEV			X	Deviations from the standard followed	Calibration readings were outside of standard range	31	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_CONT			X	Subcontractors name	ACME In Situ	32	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	DMTG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	33	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	TEST_STAT			X	Test status	Checked	34	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - General	New 4.2	DMTT+DMTZ+DMDG	51,00	DMTG	FILE_FSET			X	Associated file reference	FS10	35	LOCA
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	LOCA_ID	*		ID	Location identifier	327-16A	1	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTG_TESN	*		X	Test reference	5	2	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTT_DPTH	*	m	2DP	Depth of result	1.25	3	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_BUW		kN/m3	1DP	Estimated bulk unit weight of soil, gamma (can be custom or correlation from software)	17.4	4	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_TVS		kPa	0DP	Estimated total vertical stress, sigma_v, (based on DMTP_BUW)	50	5	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_EVS		kPa	0DP	Estimated effective vertical stress, sigma'_v (Calculated from DMTP_TVS and DMTP_U0 or DMTG_WAT)	50	6	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_U0		kPa	1DP	In situ pore pressure, u_o (can be custom or based on depth below DMTG_WAT)	9.8	7	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_ID			2DP	Material index, I_D	5.66	8	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_KD			1DP	Horizontal stress index, K_D	1.8	9	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_ED		MPa	1DP	Dilatometer modulus, E_D	31.1	10	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_UD			2DP	Pore pressure index u_D	1.11	11	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_VS		m/s	0DP	Shear wave velocity (correlated), V_s	178	12	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_VDM		MPa	1DP	Vertical drained constrained modulus, M	121.1	13	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_SU		kPa	0DP	Undrained shear strength, s_u, fine soils only	20	14	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_PHI		deg	1DP	Effective angle of internal friction, phi', coarse soils only	39.1	15	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_K0			2DP	Coefficient of lateral earth pressure at rest, K_0, fine soils only	1.81	16	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_THS		kPa	0DP	Estimated total horizontal stress, sigma_h	50	17	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_EHS		kPa	0DP	Estimated effective horizontal stress, sigma'_h	50	18	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_OCR			1DP	Over-consolidation ratio, OCR, fine soils only	11.3	19	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_MPS		kPa	1DP	Estimated maximum preconsolidation stress, sigma'_p, (calculated from DMTP_OCR and DMTP_EVS)	201.8	20	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_DSD			X	Interpreted soil description	SAND	21	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_BUWM			X	Method for estimated bulk unit weight of soil, gamma_b	Custom definition based on discrete samples	22	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_TVSM			X	Method for estimated total vertical stress, sigma_v	Marchetti TC16	23	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_EVSM			X	Method for estimated effective vertical stress, sigma'_v	Marchetti TC16	24	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_U0M			X	Method for in situ pore pressure, u_o	Custom definition based on borehole piezometers	25	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_IDM			X	Method for material index, I_D	Marchetti TC16	26	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_KDM			X	Method for horizontal stress index, K_D	Marchetti TC16	27	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_EDM			X	Method for dilatometer modulus, E_D	Marchetti TC16	28	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_UDM			X	Method for pore pressure index u_D	Marchetti TC16	29	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_VSM			X	Method for shear wave velocity (correlated), V_s	Amoroso 2014	30	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_VDMM			X	Method for vertical drained constrained modulus, M	Marchetti TC16	31	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_SUM			X	Method for undrained shear strength, s_u, fine soils only	Chang 1991	32	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_PHIM			X	Method for effective angle of internal friction, phi', coarse soils only	Marchetti TC16	33	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_K0M			X	Method for coefficient of lateral earth pressure at rest, K_0, fine soils only	Lunne 1989	34	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_THSM			X	Method for estimated total horizontal stress, sigma_h	Marchetti TC16	35	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_EHSM			X	Method for estimated effective horizontal stress, sigma'_h	Marchetti TC16	36	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_OCRM			X	Method for over-consolidation ratio, OCR, fine soils only	Lunne 1989	37	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_MPSM			X	Method for estimated maximum preconsolidation stress, sigma'_p, (calculated from DMTP_OCR and DMTP_EVS)	Marchetti TC16	38	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_DSDM			X	Method for interpreted soil description	Marchetti TC16	39	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	DMTP_REM			X	Remarks	Additional remarks as required	40	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Derived Parameters	New 4.2	-	52,00	DMTP	FILE_FSET			X	Associated file reference	FS10	41	DMTT
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	LOCA_ID	*		ID	Location identifier	327-16A	1	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTG_TESN	*		X	Test reference	5	2	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_DPTH	*	m	2DP	Depth of result	1.25	3	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_MTH		kg	0DP	Thrust	56	4	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_BCVA		kPa	2DP	Blade calibration value for specific depth record, delta A	0.15	5	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_BCVB		kPa	2DP	Blade calibration value for specific depth record, delta B	0.40	6	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_TMST		yyyy-mm-ddThh:mm:ss	DT	Pressurisation start time	2016-10-05T10:12:25	7	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_A		kPa	2DP	A-pressure test reading	1.82	8	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_TMA		s	1DP	A-position time since start of pressurisation	14.6	9	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_B		kPa	2DP	B-pressure test reading	10.90	10	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_TMB		s	1DP	B-position time since start of pressurisation	28.5	11	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_C		kPa	2DP	C-pressure test reading	0.23	12	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_TMC		s	1DP	C-position time since start of pressurisation	115.4	13	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_P0		kPa	0DP	Corrected test reading A, p_0	158	14	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_P1		kPa	0DP	Corrected test reading B, p_1	1054	15	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_P2		kPa	0DP	Corrected test reading C, p_2	42	16	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_INCX		deg	1DP	Inclination 1 (the axis through the membrane)	2.3	17	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_INCY		deg	1DP	Inclination 2 (the axis across the width of the blade)	1.1	18	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_RATE		mm/s	0DP	Penetration rate	20	19	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	DMTT_REM			X	Remarks on specific depth readings	Additional remarks as required	20	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Data	New 4.2	DMTP	53,00	DMTT	FILE_FSET			X	Associated file reference	FS10	21	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Zeros	New 4.2	-	54,00	DMTZ	LOCA_ID	*		ID	Location identifier	327-16A	1	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Zeros	New 4.2	-	54,00	DMTZ	DMTG_TESN	*		X	Test reference	5	2	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Zeros	New 4.2	-	54,00	DMTZ	DMTZ_DATE	*	yyyy-mm-ddThh:mm:ss	DT	Test date and time of zero readings	2009-10-01T10:15:16	3	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Zeros	New 4.2	-	54,00	DMTZ	DMTZ_TYPE			PA	When were the zeros performed	BEFORE	4	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Zeros	New 4.2	-	54,00	DMTZ	DMTZ_BCVA		kPa	2DP	Blade zero value, delta A	0.15	5	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Zeros	New 4.2	-	54,00	DMTZ	DMTZ_BCVB		kPa	2DP	Blade zero value, delta B	0.40	6	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Zeros	New 4.2	-	54,00	DMTZ	DMTZ_REM			X	Remarks on the zero values	From the end of last test	7	DMTG
Geotechnical in situ Testing	Flat Dilatometer Test - Zeros	New 4.2	-	54,00	DMTZ	FILE_FSET			X	Associated file reference	FS18	8	DMTG
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_TOP	*	m	2DP	Depth to top of reported section	6.20	2	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_BASE	*	m	2DP	Depth to base of reported section	7.20	3	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_SET	*		X	Readings set reference	A	4	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_DURN		hh:mm:ss	T	Duration to advance reported section	00:05:00	5	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_STIM		yyyy-mm-ddThh:mm:ss	DT	Date and time of start of reported section	2010-12-02T14:05:15	6	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_ETIM		yyyy-mm-ddThh:mm:ss	DT	Date and time at end of reported section	2010-12-02T14:10:15	7	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_DHRT		Nm	1DP	Drill head rotational torque	250.5	8	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_DHRS		rpm	0DP	Drill head rotational speed	76	9	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_PENR		m/hr	1DP	Penetration rate	2.0	10	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_HAMM			YN	Hammering used during section	N	11	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_THRP		bar	1DP	Pressure of downthrust system	30.0	12	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_RESP		bar	1DP	Pressure of restraining (holdback) system	25.0	13	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_TORP		bar	1DP	Torque pressure	20.0	14	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_TORQ		Nm	1DP	Torque applied to top of drill rods	250.0	15	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_THST		kN	1DP	Downward thrust on bit	5.0	16	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_REST		kN	1DP	Restraining (holdback) force	5.0	17	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_HAMP		bar	1DP	Supply pressure to downhole hammer	80.0	18	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_SPEN		MJ/m3	1DP	Specific energy	500.0	19	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_FMPO		kPa	1DP	Flushing medium pressure at the output of the pump over flush zone	15.3	20	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_FMCR		l/min	1DP	Flushing medium circulation rate (input) over flush zone	1.2	21	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_FMRR		l/min	1DP	Flushing medium recovery rate over flush zone	1.1	22	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_REM			X	Remarks	Additional remarks as required	23	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	FILE_FSET			X	Associated file reference (e.g. drilling journals or log files)	FS36	24	LOCA
Locations and Exploratory Hole Construction Details	Drilling/Advancement Observations & Parameters	-	-	55,00	DOBS	DOBS_METH			X	Measurement method	BS EN ISO 22476-15:2016	25	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	LOCA_ID	*		ID	Location identifier	327-16A	1	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	DPRG_TESN	*		X	Test reference	1	2	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	DPRB_DPTH	*	m	2DP	Depth to start of dynamic probe increment	2.50	3	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	DPRB_BLOW			0DP	Dynamic probe blows for increment DPRB_INC	7	4	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	DPRB_CBLW			0DP	Cumulative blows for test	35	5	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	DPRB_TORQ		Nm	0DP	Maximum torque required to rotate rods	75	6	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	DPRB_DEL		hh:mm	T	Delay before increment started	00:00	7	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	DPRB_INC		mm	0DP	Dynamic probe increment	100	8	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	DPRB_REM			X	Notes on events during increment	Additional remarks as required	9	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - Data	-	-	56,00	DPRB	FILE_FSET			X	Associated file reference	FS25	10	DPRG
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_TESN	*		X	Test reference	1	2	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_DATE		yyyy-mm-dd	DT	Test date	2003-03-20	3	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_TYPE			PA	Dynamic probe type	DPL	4	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_METH			X	Test method	BS EN ISO 22476-2:2005+A1:2011	5	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_MASS		kg	1DP	Hammer mass	50.0	6	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_DROP		mm	0DP	Standard drop	500	7	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_CONE		mm	1DP	Cone base diameter	43.0	8	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_ROD		mm	0DP	Rod diameter	35	9	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_TANV			X	Type of anvil	Steel	10	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_DAMP			X	Type of anvil damper	None	11	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_TIP		m	2DP	Depth of cone if left in ground	8.00	12	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_REM			X	General remarks	Hole backfilled on completion	13	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_ANG		deg	0DP	Cone angle	90	14	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_RMSS		kg/m	1DP	Rod mass	9.0	15	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_PARF			X	Precautions against rod friction	None	16	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_PDIU			X	Pre-drilling if used	1 m predrilled	17	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_BCF			X	Blow count frequency	5 seconds	18	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_GW		m	2DP	Groundwater level	1.00	19	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_REET			X	Reasons for early end of test	Refusal on rock	20	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_ENV			X	Details of weather and environmental conditions during test	Heavy rain	21	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_CONT			X	Name of testing organization	ACME On-site Testing Ltd	22	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	23	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	TEST_STAT			X	Test status	Checked	24	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS25	25	LOCA
Geotechnical in situ Testing	Dynamic Probe Tests - General	-	DPRB	57,00	DPRG	DPRG_OPER			X	Name of test operator	Bill Mallard	26	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Remarks	-	-	58,00	DREM	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Remarks	-	-	58,00	DREM	DREM_TOP	*	m	2DP	Depth of remark (DREM_REM)	12.50	2	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Remarks	-	-	58,00	DREM	DREM_BASE	*	m	2DP	Base depth	13.80	3	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Remarks	-	-	58,00	DREM	DREM_REM			X	Depth related remark	Driving boulder ahead of casing	4	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Remarks	-	-	58,00	DREM	FILE_FSET			X	Associated file reference (e.g. drilling journals)	FS5	5	LOCA
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	SAMP_TOP	*	m	2DP	Depth to top of sample	11.25	2	SAMP
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	SAMP_REF	*		X	Sample reference	32	3	SAMP
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	SAMP_TYPE	*		PA	Sample type	ES	4	SAMP
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	SAMP_ID	*		ID	Sample unique identifier	ABC121418010	5	SAMP
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	ECTN_ID	*R		ID	Container unique identifier	AA121589465	6	SAMP
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	ECTN_TYPE			X	Sample container type	AMBER_GLASS	7	SAMP
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	ECTN_REM			X	Sample container remarks	Additional remarks as required	8	SAMP
Field and Laboratory Environmental Testing	Sample Container Details	New	-	59,00	ECTN	FILE_FSET			X	Associated file reference (e.g. sampling field sheets)	FS67	9	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SAMP_TYPE	*		PA	Sample type	ES	4	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_CODE	*R		PA	Determinand code	P04100	8	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_METH	*		X	Test method	In house method no 231241	9	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_MATX	*		PA	Laboratory test matrix	LIQUID	10	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_RTYP	*		PA	Run type (initial or reanalysis)	INITIAL	11	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_TADE	*		PA	Test additional descriptor	CEN_2_1	12	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_TICN	*		X	Tentatively identified compound (TIC)	1,2,3,dibrom etc	13	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_RUNI	*R		PU	Result unit	mg/l	14	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SPEC_DESC			X	Specimen description	Grey angular limestone	15	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	16	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	17	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_LSID			X	Laboratory sample ID	ABC123-A	18	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_RTCD			PA	Result type	TIC	19	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_IQLF			X	Interpreted qualifiers	<	20	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_LQLF			X	Laboratory qualifiers	<	21	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_RVAL			U	Result value	0.25	22	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_RTXT			X	Reported result	<2.3	23	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_NAME			X	Determinand name	Boron	24	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_TNAM			X	Laboratory analytical name	Boron	25	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_DCAT			X	Determinand category	Metals, VOC, Pesticides	26	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_TESN			X	Test reference	12B	27	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_FDEV			YN	Flagged deviation	N	28	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_DEV			X	Result deviation description(s)	Holding time + Incorrect containers	29	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_RRES			YN	Reportable result	Y	30	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_DETF			YN	Detect flag	N	31	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_ORG			YN	Organic	Y	32	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_RDLM			U	Reporting detection limit	10	33	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_MDLM			U	Method detection limit	1	34	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_QLM			U	Quantification limit	10	35	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_DUNI			PU	Unit of detection/quantification limits	mg/l	36	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_CASC			X	CAS code	7782-44-7	37	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_TICP		%	0DP	Tentatively identified compound (TIC) probability	10	38	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_TICT		s	0DP	Tentatively identified compound (TIC) retention time	2	39	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_RDAT		yyyy-mm-ddThh:mm	DT	Sample receipt date/time at laboratory	2020-12-05T12:00	40	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_SGRP			X	Sample delivery or batch code	ABC123	41	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_DTIM		yyyy-mm-ddThh:mm	DT	Analysis date and time	2020-12-06T09:09	42	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_TEST			X	Test or Suite Name	Suite A	43	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_TORD			X	Total or dissolved	Total	44	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_LOCN			PA	Analysis location	LAB	45	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_BAS			PA	Basis	WET	46	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_DIL			0DP	Dilution factor	5	47	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_LMTH			X	Leachate preparation method	10:1	48	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_LDTM		yyyy-mm-ddThh:mm	DT	Leachate preparation date and time	2020-12-06T09:19	49	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_IREF			X	Instrument reference number or identifier	ABC123	50	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_ITYP			X	Instrument type	GCMS	51	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_SIZE		mm	0DP	Size of material removed prior to test; value given indicates lowest sized material removed	2	52	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_PERP		%	1DP	Percentage of material removed	8.9	53	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_REM			X	Remarks	Additional remarks as required	54	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	55	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	ELRG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	56	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	TEST_STAT			X	Test status	Checked	57	SAMP
Field and Laboratory Environmental Testing	Environmental Laboratory Reporting	New	-	60,00	ELRG	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS13	58	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_TYPE			PA	Test type	CD	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_CELL			X	Type of equipment used	250mm dia Hydraulic cell	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_COND			PA	Sample condition	UNDISTURBED	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_SDIA		mm	2DP	Test specimen diameter	100.15	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_HIGT		mm	2DP	Test specimen height	100.25	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_MCI		%	X	Initial water/moisture content	21.2	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_MCF		%	X	Final water/moisture content	18.6	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_BDEN		Mg/m3	2DP	Initial bulk density	2.12	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_BDEF		Mg/m3	2DP	Final bulk density	2.20	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_DDEN		Mg/m3	2DP	Initial dry density	1.75	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_PDEN		Mg/m3	XN	Particle density with prefix # if value assumed	#2.65	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_IVR			3DP	Initial voids ratio	0.812	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_SATR		%	0DP	Initial degree of saturation	98	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_LOAD			X	Type of loading ( strain )	Equal, Free, triaxial	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_DRAG			X	Type of drainage	To top, both ends, radial inwards, radial outwards	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_PPM			X	Pore pressure measurement location	Centre base, offset	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_SPRS		kPa	2SF	Swelling pressure, if measured	100	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_SATM			X	Method of saturation	Back pressure, cell only, water permeation	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_SINC		kPa	0DP	Saturation increments	50	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_SDIF		kPa	0DP	Differential pressure during saturation	10	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_CELF		kPa	0DP	Cell or diaphragm pressure at end of saturation	310	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_BACF		kPa	0DP	Back pressure at end of saturation	300	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_BVAL			2DP	B value at end of saturation	0.96	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_SVOL		ml	1DP	Volume of water taken in during saturation	10.0	33	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Sample from base of U100 sample, axis vertical	34	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_METH			X	Test method	BS1377-2:2022, Clause 20	35	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	36	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	37	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	TEST_STAT			X	Test status	Checked	38	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS9	39	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	40	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_DEV			X	Deviations from the test method	Explanation of any deviation	41	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_ISVR			3DP	Voids ratio at in situ vertical stress	0.699	42	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_ISVS		kPa	0DP	In situ vertical effective stress	200	43	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_ISST		%	2DP	Axial strain at in situ vertical effective stress	0.85	44	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_PCP		kPa	0DP	Preconsolidation stress (yield stress)	500	45	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_YSR			1DP	Yield stress ratio (based on Casagrande Method)	2.5	46	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_CC			3DP	Compression index over stress increment	0.085	47	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - General	-	ESCT	62,00	ESCG	ESCG_CS			3DP	Swelling index over stress increment	0.009	48	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	LOCA_ID	*		ID	Location identifier	327-16A	1	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	SAMP_REF	*		X	Sample reference	24	3	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	SAMP_TYPE	*		PA	Sample type	U	4	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	SPEC_REF	*		X	Specimen reference	1a	6	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_INCN	*		X	Consolidation stage number	3	8	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_REM			X	Additional stage specific details	Stage terminated at 90% pwp dissipation	9	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_INCC		kPa	0DP	Cell or diaphragm pressure applied during stage	600	10	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_INCB		kPa	0DP	Back pressure applied during stage	300	11	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_PWP0		kPa	0DP	Pore pressure at end of undrained loading	580	12	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_PWPF		kPa	0DP	Pore pressure at end of consolidation stage	300	13	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_INCF		kPa	0DP	Effective stress at end of consolidation stage	310	14	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_VR0			3DP	Voids ratio at start of increment	0.801	15	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_VRE			3DP	Voids ratio at end of stress increment	0.621	16	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_DISS		%	0DP	Percentage pore pressure dissipation at end of stage	98	17	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_DSET		mm	3DP	Settlement measured during consolidation stage	0.234	18	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_DVOL		ml	1DP	Volume change measured during consolidation stage	22.1	19	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_INMV		m2/MN	2SF	Reported coefficient of volume compressibility over stress increment	0.32	20	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_INCV		m2/yr	2SF	Reported coefficient of consolidation over stress increment	4.1	21	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_INSC			2SF	Coefficient of secondary compression over stress increment	0.12	22	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_CVME			X	Method used for deriving Cv	Log time PWP, root time settlement	23	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_TEMP		DegC	1DP	Average temperature over stress increment	22.0	24	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS9	25	ESCG
Geotechnical Laboratory Testing (Soils and Rocks)	Effective Stress Consolidation Tests - Data	-	-	63,00	ESCT	ESCT_INK		m/s	XN	Permeability over stress increment (t90)	9.3E-9	26	ESCG
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_TOP	*	m	2DP	Depth to top of test zone	12.20	2	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_BASE	*	m	2DP	Depth to base of test zone	12.95	3	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_TESN	*		X	Test reference	2	4	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_TDIA		mm	0DP	Diameter of test zone	150	5	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_SDIA		mm	0DP	Inside diameter of installation standpipe or borehole casing	19	6	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_ODIA		mm	0DP	Outside diameter of installation standpipe or borehole casing	26	7	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_HBAS		m	2DP	Depth of borehole during test (excluding tests in installations)	15.35	8	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_CAS		m	2DP	Depth of casing during test (excluding tests in installations)	12.20	9	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_SFAC		m	2DP	Shape factor for test zone	2.34	10	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_SFRF			X	Shape factor reference	BS EN ISO 22282-1 Annex B (4) Cylindrical cavity with:1,2 < L/D < 10	11	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_DATE		yyyy-mm-dd	DT	Test date	2008-01-23	12	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_TYPE			PA	Type of test	CONSTANT HEAD	13	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_CNFG			PA	Test configuration	SP	14	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_METH			X	Test method	BS EN ISO 22282-2:2012	15	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_PRWL		m	2DP	Depth to water in borehole or installation prior to test	10.60	16	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_AWL		m	2DP	Depth to assumed standing water level used for calculations of head during test	10.00	17	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_HEAD		m	2DP	Applied total head of water at centre of test zone	20.55	18	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_FLOW		l/s	1DP	Average flow rate during test	2.3	19	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_IPRM		m/s	1SCI	Representative permeability for test	5.1E-9	20	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_ILUG			XN	Representative Lugeon value for water pressure test	Use 10 or <1	21	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_FTYP			PA	Flow type for water pressure test	Laminar	22	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_REM			X	Test remarks	Additional remarks as required	23	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_ENV			X	Details of weather and environmental conditions during test	Sunny and warm	24	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_CONT			X	Name of testing organization	ACME On-site Testing Ltd	25	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_OPER			X	Name of test operator	Bill Mallard	26	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FGHG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	27	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	TEST_STAT			X	Test status	Checked	28	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - General	New	FGHI+FGHS	64,00	FGHG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS26	29	LOCA
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	LOCA_ID	*		ID	Location identifier	327-16A	1	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FGHG_TOP	*	m	2DP	Depth to top of test zone	12.20	2	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FGHG_BASE	*	m	2DP	Depth to base of test zone	12.95	3	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FGHG_TESN	*		X	Test reference	2	4	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FGHI_INST	*		X	Instrument reference / serial number	P1	5	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FGHI_TYPE			X	Instrument measured parameters	Pressure and temperature	6	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FGHI_DETL			X	Details of instrument	VWP-3000	7	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FGHI_LOCT			X	Instrument position	Centre of packer test section	8	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FGHI_REM			X	Test remarks	Additional remarks as required	9	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Instrumentation Details	New	FGHT	65,00	FGHI	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS26	10	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	LOCA_ID	*		ID	Location identifier	327-16A	1	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHG_TOP	*	m	2DP	Depth to top of test zone	12.20	2	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHG_BASE	*	m	2DP	Depth to base of test zone	12.95	3	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHG_TESN	*		X	Test reference	2	4	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHS_STG	*		0DP	Stage number of multistage test	1	5	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHS_STTM		yyyy-mm-ddThh:mm:ss	DT	Start of stage date / time	2020-07-01T10:49:20	6	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHS_ENTM		yyyy-mm-ddThh:mm:ss	DT	End of stage date / time	2020-07-01T10:49:20	7	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHS_HEAD		m	2DP	Applied head of water during test stage at centre of test zone	20.50	8	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHS_FLOW		l/s	1DP	Average flow rate during test stage	2.3	9	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHS_IPRM		m/s	1SCI	Permeability for test stage	5.1E-9	10	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHS_ILUG			XN	Lugeon value for test stage	Use 10 or <1	11	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FGHS_REM			X	Test remarks	Additional remarks as required	12	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Test Results (per stage)	New	-	66,00	FGHS	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS26	13	FGHG
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	LOCA_ID	*		ID	Location identifier	327-16A	1	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHG_TOP	*	m	2DP	Depth to top of test zone	12.20	2	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHG_BASE	*	m	2DP	Depth to base of test zone	12.95	3	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHG_TESN	*		X	Test reference	2	4	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHI_INST	*		X	Instrument reference / serial number	P1	5	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHT_TIME	*	yyyy-mm-ddThh:mm:ss	DT	Test date / clock time of reading	2020-07-01T10:49:20	6	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHT_TYPE	*		PA	Test record type	FLWR	7	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHS_STG			0DP	Stage number of multistage test	1	8	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHT_DURN		hh:mm:ss	T	Elapsed time of reading during test or test stage	01:20:00	9	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHT_RDNG			U	Test record (reading)	123.321, 2000 or 0.0023	10	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHT_UNIT			PU	Reading units	l/s	11	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FGHT_REM			X	Test record remark	Additional remarks as required	12	FGHI
Geotechnical in situ Testing	Field Geohydraulic Testing - Data	New	-	67,00	FGHT	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS26	13	FGHI
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	FLSH_TOP	*	m	2DP	Depth to top of flush zone	10.00	2	LOCA
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	FLSH_BASE	*	m	2DP	Depth to bottom of flush zone	20.00	3	LOCA
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	FLSH_TYPE			PA	Type of flush	Polymer	4	LOCA
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	FLSH_RETN		%	0DP	Flush return minimum (as percentage)	50	5	LOCA
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	FLSH_RETX		%	0DP	Flush return maximum (as percentage)	70	6	LOCA
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	FLSH_COL			X	Colour of flush return	White	7	LOCA
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	FLSH_REM			X	Remarks	Polyacrylate polymer used	8	LOCA
Locations and Exploratory Hole Construction Details	Drilling Flush Details	-	-	68,00	FLSH	FILE_FSET			X	Associated file reference (e.g. drilling journal, mud logging or test records)	FS5	9	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FRAC_FROM	*	m	2DP	Depth to top in hole, or distance to start on traverse, of the zone	31.20	2	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FRAC_TO	*	m	2DP	Depth to base in hole, or distance to end on traverse, of the zone	33.65	3	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FRAC_SET	*		X	Discontinuity set reference	J3	4	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FRAC_IMAX		mm	XN	Maximum fracture spacing over zone	350	5	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FRAC_IAVE		mm	XN	Average fracture (modal) spacing over zone	220	6	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FRAC_IMIN		mm	XN	Minimum fracture spacing over zone	NI	7	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FRAC_FI			XN	Fracture Index / frequency over zone (fractures per metre)	15	8	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FRAC_REM			X	Comments on fracture set	Additional remarks as required	9	LOCA
Geological Descriptions and Information	Fracture Spacing	-	-	69,00	FRAC	FILE_FSET			X	Associated file reference (e.g. logging field sheets)	FS4	10	LOCA
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_COND			PA	Sample condition	RECOMPACTION	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_DDEN		Mg/m3	2DP	Dry density of specimens after preparation	1.96	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_MC		%	X	water/moisture content of specimens at preparation	24	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_HVE1		mm	1DP	Frost heave, first specimen	3.0	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_HVE2		mm	1DP	Frost heave, second specimen	4.5	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_HVE3		mm	1DP	Frost heave, third specimen	3.5	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_HVE		mm	1DP	Mean heave of 3 specimens	3.6	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_STAB		%	2SF	Amount of stabiliser added	23	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_STYP			X	Type of stabiliser added	Cement	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_REM			X	Notes on frost susceptibility testing as per TRRL SR 829	Additional remarks as required	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_METH			X	Test method	BS 812-124:2009	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	TEST_STAT			X	Test status	Checked	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS20	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Frost Susceptibility Tests	-	-	70,00	FRST	FRST_DEV			X	Deviations from the test method	Explanation of any deviation	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_CODE	*R		PA	Determinand	AS	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_METH	*		X	Test method	BS 1377-3:2018+A1:2021	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_TTYP	*R		PA	Test type	SOLID_21 WATER EXTRACT	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_RESL			U	Test result	14.23	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_UNIT	R		PU	Test result units	mg/l	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_NAME			X	Client/laboratory preferred name of determinand	Water Soluble Sulfate	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	2:1 water/soil extract	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_REM			X	Remarks on test	Additional remarks as required	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	TEST_STAT			X	Test status	Checked	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS23	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_RTXT			X	Reported result	<0.01	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_DLM			U	Lower detection limit	0.01	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_DEV			X	Deviations from the test method	Explanation of any deviation	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_SGRP			X	Sample delivery or batch code	ABC123	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_LSID			X	Laboratory sample ID	ABC123-A	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_RDAT		yyyy-mm-ddThh:mm	DT	Sample receipt date/time at laboratory	2020-12-07T09:13	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_DTIM		yyyy-mm-ddThh:mm	DT	Analysis date and time	2020-12-07T12:11	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_TEST			X	Test of Suite name	Chalk content	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_IREF			X	Instrument reference no or identifier	XYZ789	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_ITYP			X	Instrument type	GCMS	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_SIZE		mm	0DP	Size of material removed prior to test; value given indicates lowest sized material removed	2	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Geotechnical Chemistry Testing	This group is reserved for soil/water chemistry testing associated with geotechnical design assessments. Environmental contamination testing should be recorded in Group ELRG	-	71,00	GCHM	GCHM_PERP		%	1DP	Percentage of material removed	8.9	33	SAMP
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_TOP	*	m	2DP	Depth to the top of stratum	16.21	2	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_BASE	*	m	2DP	Depth to the base of description	17.25	3	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_DESC			X	General description of stratum	Stiff grey silty CLAY	4	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_LEG			PA	Legend code	102	5	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_GEOL			PA	Geology code	LC	6	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_GEO2			PA	Second geology code	SAND	7	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	8	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_BGS			PA	BGS Lexicon code	CHAM	9	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_FORM			X	Geological unit or stratum name	Charmouth Mudstone Formation	10	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_REM			X	Remarks	Additional remarks as required	11	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	FILE_FSET			X	Associated file reference (e.g. logging field sheets, photographs of exposures)	FS4	12	LOCA
Geological Descriptions and Information	Field Geological Descriptions	-	-	72,00	GEOL	GEOL_BNDF			PA	Geology base boundary definition	WELL-DEFINED	13	LOCA
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_UC			1SF	Uniformity coefficient D60/D10	10	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_VCRE		%	1DP	Percentage of material tested greater than 63mm (cobbles)	0.0	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_GRAV		%	1DP	Percentage of material tested in range 63mm to 2mm (gravel)	30.1	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_SAND		%	1DP	Percentage of material tested in range 2mm to 63um (sand)	40.4	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_SILT		%	1DP	Percentage of material tested in range 63um to 2um (silt)	14.5	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_CLAY		%	1DP	Percentage of material tested less than 2um (clay)	15.0	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_FINE		%	1DP	Percentage less than 63um	29.5	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Additional remarks as required	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_METH			X	Test method	BS EN ISO 17892-4:2016	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	TEST_STAT			X	Test status	Checked	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	F21	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_DEV			X	Any deviation from the specified test procedure, and any other information that could be important for interpreting the test results.	Explanation of any deviation	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_PDEN		Mg/m3	XN	Particle density used in calculations with prefix # if value assumed	#2.65	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_PRET			X	Method of pre-treatment, when applied	Hydrogen peroxide, hydrochloric acid	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_SUFF			YN	Amount of soil tested was sufficient to comply with recommended minimum mass	Y	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_EXCL			X	Remark if the size of the fractions is not expressed as percentage of total dry mass, together with the nature and amount of fractions excluded.	By volume	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - General	-	GRAT	73,00	GRAG	GRAG_CC			1SF	Coefficient of curvature	9	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	LOCA_ID	*		ID	Location identifier	327-16A	1	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	SAMP_REF	*		X	Sample reference	24	3	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	SAMP_TYPE	*		PA	Sample type	U	4	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	SPEC_REF	*		X	Specimen reference	1a	6	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	GRAT_SIZE	*	mm	3SF	Sieve or particle size	3.35	8	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	GRAT_PERP		%	0DP	Percentage passing/finer than GRAT_SIZE	25	9	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	GRAT_TYPE			PA	Test type	WS	10	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	GRAT_REM			X	Remarks	Additional remarks as required	11	GRAG
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Size Distribution Analysis - Data	-	-	74,00	GRAT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	F21	12	GRAG
Locations and Exploratory Hole Construction Details	Hole Diameter by Depth	-	-	75,00	HDIA	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Hole Diameter by Depth	-	-	75,00	HDIA	HDIA_DPTH	*	m	2DP	Depth of base of hole at the diameter recorded in HDIA_DIAM	16.00	2	LOCA
Locations and Exploratory Hole Construction Details	Hole Diameter by Depth	-	-	75,00	HDIA	HDIA_DIAM	*	mm	0DP	Hole diameter	200	3	LOCA
Locations and Exploratory Hole Construction Details	Hole Diameter by Depth	-	-	75,00	HDIA	HDIA_REM			X	Remarks	Cased to full depth	4	LOCA
Locations and Exploratory Hole Construction Details	Hole Diameter by Depth	-	-	75,00	HDIA	FILE_FSET			X	Associated file reference (e.g. drilling journals)	FS5	5	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_TOP	*	m	2DP	Depth to top of section	1.40	2	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_BASE	*	m	2DP	Depth to base of section	3.40	3	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_TYPE	*		PA	Type of depth related information	TP	4	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_STAR		yyyy-mm-ddThh:mm	DT	Date and time of start of section	2004-04-01T09:00	5	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_ENDD		yyyy-mm-ddThh:mm	DT	Date and time of end of section	2004-04-01T11:30	6	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_CREW			X	Name of rig/drill crew/operator	Bill Mallard	7	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_EXC			X	Plant used	JCB 3CX	8	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_SHOR			X	Shoring/support used	None	9	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_STAB			X	Stability of trial pit / trial trench or logged traverse length	Stable during excavation	10	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_DIML		m	2DP	Trial pit / trial trench or logged traverse length	27.56	11	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_DIMW		m	2DP	Trial pit / trial trench or logged traverse width	1.35	12	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_DBIT			X	Drill bit used	Stepped ABC	13	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_BCON			X	Bit condition	Good	14	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_BTYP			X	Barrel type	Triple tube	15	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_BLEN		m	2DP	Barrel length	3.00	16	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_LOG			X	Definitive person responsible for logging the section	ANO	17	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_LOGD		yyyy-mm-dd	DT	Start date of hole section logging	2008-04-01	18	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_REM			X	Remarks	Breaker required	19	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_ENV			X	Details of weather and environmental conditions during hole section construction	Dry, rain, standing water	20	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_METH			X	Details of method of hole section construction	Odex	21	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	HDPH_CONT			X	Drilling contractor	ACME Drilling Ltd	22	LOCA
Locations and Exploratory Hole Construction Details	Depth Related Exploratory Hole Construction Information	-	-	76,00	HDPH	FILE_FSET			X	Associated file reference (e.g. drilling journals, hole orientation data)	FS21	23	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Orientation and Inclination	-	-	77,00	HORN	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Orientation and Inclination	-	-	77,00	HORN	HORN_TOP	*	m	2DP	Depth to top of exploratory hole section	0.00	2	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Orientation and Inclination	-	-	77,00	HORN	HORN_BASE	*	m	2DP	Depth to base of exploratory hole section	10.15	3	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Orientation and Inclination	-	-	77,00	HORN	HORN_ORNT		deg	0DP	Orientation of exploratory hole section or traverse (degrees from north)	210	4	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Orientation and Inclination	-	-	77,00	HORN	HORN_INCL		deg	0DP	Inclination of exploratory hole section or traverse (measured positively down from horizontal)	65	5	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Orientation and Inclination	-	-	77,00	HORN	HORN_REM			X	Remarks relating to orientation and inclination of hole section	Additional remarks as required	6	LOCA
Locations and Exploratory Hole Construction Details	Exploratory Hole Orientation and Inclination	-	-	77,00	HORN	FILE_FSET			X	Associated file reference (e.g. contract data specification)	FS22	7	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_DPTH	*	m	2DP	Depth to top of CBR test	0.50	2	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_TESN	*		X	Test reference	2	3	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_ICBR		%	2SF	CBR value	1.2	4	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_MC		%	X	Water/moisture content relating to test	25	5	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_DATE		yyyy-mm-dd	DT	Test date	2003-03-20	6	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_KENT			X	Details of kentledge (reaction load)	2t Landrover	7	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_SEAT		N	0DP	Seating force	10	8	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_SURC		kPa	0DP	Surcharge pressure	15	9	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_TYPE			PA	Type of CBR	MEXECONE	10	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_REM			X	Remarks	Material >20mm below plunger, test terminated early, water ingress	11	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_ENV			X	Details of weather and environmental conditions during test	Sunny and frosty	12	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_METH			X	Test method	Manufacturer's instructions	13	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_CONT			X	Name of testing organization	ACME On-site Testing Ltd	14	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	TEST_STAT			X	Test status	Checked	16	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	17	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS25	18	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_OPER			X	Name of test operator	Bill Mallard	19	LOCA
Geotechnical in situ Testing	In Situ California Bearing Ratio Tests	-	-	78,00	ICBR	ICBR_BASE		m	2DP	Depth to base of derived CBR layer (DCP)	0.70	20	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_DPTH	*	m	2DP	Depth of in situ density test	1.25	2	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_TESN	*		X	Test reference	2	3	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_DATE		yyyy-mm-dd	DT	Test date	2003-02-23	4	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_TYPE			PA	Type of density test performed	CORE	5	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_IDEN		Mg/m3	2DP	In situ bulk density (after any calibration / corrections applied, i.e. reported value)	1.86	6	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_MC		%	X	Water/moisture content relating to in situ test (after any calibration / corrections applied, i.e. reported value)	18.0	7	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_STAB		%	2SF	Amount of stabiliser added	23	8	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_STYP			X	Type of stabiliser added	Cement	9	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_REM			X	Remarks	Uncorrected NDG values reported	10	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_ENV			X	Details of weather and environmental conditions during test	Cloudy and wet	11	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_METH			X	Test method	BS 1377-9:1990	12	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_CONT			X	Name of testing organization	ACME On-site Testing Ltd	13	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	14	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	TEST_STAT			X	Test status	Checked	15	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	16	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS25	17	LOCA
Geotechnical in situ Testing	In Situ Density Tests	-	-	79,00	IDEN	IDEN_OPER			X	Name of test operator	Bill Mallard	18	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_DPTH	*	m	2DP	Depth of headspace test sample	1.00	2	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_TESN	*		X	Test reference	2	3	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_DATE		yyyy-mm-dd	DT	Test date	2003-02-20	4	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_RES		ppmv	XN	Result of FID analysis	10	5	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_REM			X	Remarks on test	Additional remarks as required	6	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_ENV			X	Details of weather and environmental conditions during test	Misty	7	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_METH			X	Details of FID used and method description	Flame ionisation detector	8	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_CONT			X	Name of testing organization	ACME On-site Testing Ltd	9	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	10	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	TEST_STAT			X	Test status	Checked	11	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	12	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS23	13	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing Using Flame Ionisation Detector	-	-	80,00	IFID	IFID_OPER			X	Name of test operator	Bill Mallard	14	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_DPTH	*	m	2DP	Depth of test	13.50	2	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_TESN	*		X	Test reference	2	3	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_IPEN		kPa	XN	Hand penetrometer result	6.8 or >20	4	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_DATE		yyyy-mm-dd	DT	Test date	2003-02-28	5	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_REM			X	Remarks on test	Additional remarks as required	6	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_ENV			X	Details of weather and environmental conditions during test	Dry and warm	7	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_METH			X	Test method	Manufacturer's instructions	8	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_CONT			X	Name of testing organization	ACME On-site Testing Ltd	9	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	10	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	TEST_STAT			X	Test status	Checked	11	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	12	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	13	LOCA
Geotechnical in situ Testing	In Situ Hand Penetrometer Tests	-	-	81,00	IPEN	IPEN_OPER			X	Name of test operator	Bill Mallard	14	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_DPTH	*	m	2DP	Depth of headspace test sample	1.00	2	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_TESN	*		X	Test reference	3	3	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_DATE		yyyy-mm-dd	DT	Test date	2003-02-20	4	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_TEMP		DegC	1DP	Ambient temperature at time of test	15.1	5	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_RES		ppmv	XN	Result of PID analysis	10.00	6	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_REM			X	Remarks on test	Additional remarks as required	7	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_ENV			X	Details of weather and environmental conditions during test	Cloudy with light rain	8	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_METH			X	Details of PID used and method description	Carried out on temporary samples using photo ionisation detector fitted with 10.6 eV lamp	9	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_CONT			X	Name of testing organization	ACME On-site Testing Ltd	10	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	11	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	TEST_STAT			X	Test status	Checked	12	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	13	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS45	14	LOCA
Geoenvironmental in situ Testing	On Site Volatile Headspace Testing by Photo Ionisation Detector	-	-	82,00	IPID	IPID_OPER			X	Name of test operator	Bill Mallard	15	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_DPTH	*	m	2DP	Depth of redox test	1.00	2	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_TESN	*		X	Test reference	2	3	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_DATE		yyyy-mm-dd	DT	Test date	2003-02-04	4	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_PH			1DP	pH	7.0	5	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_MPOT			0DP	Mean value of the potential of the two platinum probes	-50	6	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_IRDX		mV	0DP	Redox potential	400	7	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_REM			X	Details of redox test and probe type	Additional remarks as required	8	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_ENV			X	Details of weather and environmental conditions during test	Cloudy with light rain	9	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_METH			X	Test method	BS 1377-9:1990, Clause 5.2	10	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_CONT			X	Name of testing organization	ACME On-site Testing Ltd	11	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	12	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	TEST_STAT			X	Test status	Checked	13	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	14	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS26	15	LOCA
Geotechnical in situ Testing	In Situ Redox Tests	-	-	85,00	IRDX	IRDX_OPER			X	Name of test operator	Bill Mallard	16	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_DPTH	*	m	2DP	Depth to which in situ resistivity test relates	1.00	2	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_TESN	*		X	Test reference	1	3	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_BASE		m	2DP	Base depth to which in-situ resistivity test relates	2.00	4	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_TYPE			PA	Type of resistivity test	SCHL	5	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_DATE		yyyy-mm-dd	DT	Test date	2003-03-20	6	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_IRES		ohm m	2SF	Mean value of the apparent resistivity	2500	7	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_RES1		ohm m	2SF	First value of apparent resistivity when more than 15% different to mean	30	8	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_RES2		ohm m	2SF	Second value of apparent resistivity when more than 15% different to mean	10	9	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_REM			X	Details of test e.g. electrode spacing and configuration	Additional remarks as required	10	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_ENV			X	Details of weather and environmental conditions during test	Misty and cold	11	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_METH			X	Test method	BS 1377-9:1990, Clause 5.1	12	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_CONT			X	Name of testing organization	ACME On-site Testing Ltd	13	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	14	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	TEST_STAT			X	Test status	Checked	15	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	16	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS26	17	LOCA
Geotechnical in situ Testing	In Situ Resistivity Tests	-	-	86,00	IRES	IRES_OPER			X	Name of test operator	Bill Mallard	18	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_TESN	*		X	Test reference	1	2	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_DATE		yyyy-mm-dd	DT	Test date	2010-02-28	3	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_DURN		hh:mm	T	Test duration	00:35	4	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_PWID		m	2DP	Soakaway pit width	2.00	5	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_PLEN		m	2DP	Soakaway pit length	1.00	6	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_PDIA		m	2DP	Soakaway pit diameter	1.50	7	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_DPTS		m	2DP	Soakaway pit depth at start of test	1.55	8	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_DPTE		m	2DP	Soakaway pit depth at end of test	1.55	9	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_CONS			X	Description of soakaway construction	Vertical sides trimmed square with granular fill and observation tube	10	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_SI		m/s	2SCI	Soil infiltration rate	6.80E-6	11	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_PORO		%	0DP	Fill porosity	10	12	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_REM			X	Remarks	Unable to calculate infiltration rate. No fall in water level during test period.	13	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_ENV			X	Details of weather and environmental conditions during test	Raining	14	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_METH			X	Test method	BRE Digest 365	15	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_CONT			X	Name of testing organization	ACME On-site Testing Ltd	16	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	17	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	TEST_STAT			X	Test status	Checked	18	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS11	19	LOCA
Geotechnical in situ Testing	Soakaway Tests - General	-	ISAT	87,00	ISAG	ISAG_OPER			X	Name of operator carrying out test	Bill Mallard	20	LOCA
Geotechnical in situ Testing	Soakaway Tests - Data	-	-	88,00	ISAT	LOCA_ID	*		ID	Location identifier	327-16A	1	ISAG
Geotechnical in situ Testing	Soakaway Tests - Data	-	-	88,00	ISAT	ISAG_TESN	*		X	Test reference	1	2	ISAG
Geotechnical in situ Testing	Soakaway Tests - Data	-	-	88,00	ISAT	ISAT_TIME	*	hh:mm:ss	T	Elapsed time	05:00:02	3	ISAG
Geotechnical in situ Testing	Soakaway Tests - Data	-	-	88,00	ISAT	ISAT_DPTH		m	2DP	Depth to water	0.18	4	ISAG
Geotechnical in situ Testing	Soakaway Tests - Data	-	-	88,00	ISAT	ISAT_REM			X	Remark relating to test reading	Additional remarks as required	5	ISAG
Geotechnical in situ Testing	Soakaway Tests - Data	-	-	88,00	ISAT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	6	ISAG
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_TOP	*	m	2DP	Depth to top of test	13.50	2	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_SEAT			0DP	Number of blows for seating drive	14	3	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_MAIN			0DP	Number of blows for main test drive	35	4	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_NPEN		mm	0DP	Total penetration for seating drive and test drive	450	5	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_NVAL			0DP	SPT 'N' value	35	6	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_REP			X	SPT reported result	6,8/8,9,9,9 N=35	7	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_CAS		m	2DP	Casing depth at time of test	12.00	8	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_WAT		m	XN	Depth to water at time of test	2.50 or Dry	9	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_TYPE			PA	Type of SPT test	S	10	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_HAM			X	Hammer serial number from manufacturer	AB1234	11	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_ERAT		%	0DP	Energy ratio of the hammer	60	12	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_SWP		mm	0DP	Self-weight penetration	25	13	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_INC1			0DP	Number of blows for 1st Increment (Seating)	6	14	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_INC2			0DP	Number of blows for 2nd Increment (Seating)	8	15	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_INC3			0DP	Number of blows for 1st Increment (Test)	8	16	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_INC4			0DP	Number of blows for 2nd Increment (Test)	9	17	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_INC5			0DP	Number of blows for 3rd Increment (Test)	9	18	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_INC6			0DP	Number of blows for 4th Increment (Test)	9	19	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_PEN1		mm	0DP	Penetration for 1st Increment (Seating Drive)	75	20	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_PEN2		mm	0DP	Penetration for 2nd Increment (Seating Drive)	75	21	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_PEN3		mm	0DP	Penetration for 1st Increment (Test)	75	22	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_PEN4		mm	0DP	Penetration for 2nd Increment (Test)	75	23	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_PEN5		mm	0DP	Penetration for 3rd Increment (Test)	75	24	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_PEN6		mm	0DP	Penetration for 4th Increment (Test)	75	25	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_ROCK			YN	SPT carried out in soft rock	N	26	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_REM			X	Remarks	Early termination due to equipment damage	27	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_ENV			X	Details of weather and environmental conditions during test	Raining	28	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_METH			X	Test method	BS EN ISO 22476-3:2005+A1:2011	29	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	30	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	TEST_STAT			X	Test status	Checked	31	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	32	LOCA
Geotechnical in situ Testing	Standard Penetration Test Results	-	-	89,00	ISPT	ISPT_N60			0DP	SPT 'N' value (corrected by energy ratio ISPT_ERAT)	35	33	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	LOCA_ID	*		ID	Location identifier	327-16A	1	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTG_TESN	*		X	Setup reference	3	2	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_TOP	*	m	2DP	Depth to top of analysis range	4.56	3	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_BASE	*	m	2DP	Depth to base of analysis range	5.56	4	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_ANYN	*		X	Analysis Reference	1	5	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_DPTH		m	2DP	Midpoint of analysis depth range	5.06	6	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_RECT			RL	Link(s) to signal receiver top record	ISTR\|327-16A\|3\|1.05\|2	7	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_RECB			RL	Link(s) to signal receiver bottom record	ISTR\|327-16A\|3\|1.55\|2	8	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_RCOM			PA	Selected receiver component	X	9	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_MIVL			PA	Selected method for interval velocity	PSEUDO	10	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_WVTY			PA	Wave type	P	11	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_UPSR		ms	3DP	Up-sample rate	0.025	12	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_FTU			PA	Filter type used	BANDPASS	13	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_FMIN		Hz	0DP	Minimum filter frequency	10	14	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_FMAX		Hz	0DP	Maximum filter frequency	100	15	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_WATT		ms	3DP	Wave arrival time top signal	20.123	16	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_WATB		ms	3DP	Wave arrival time bottom signal	21.321	17	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_WATM			X	Method to assess wave arrival time	Back calculated	18	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_ITM			X	Method to assess interval time	Cross correlation	19	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_WVL		m/s	1DP	Final wave velocity	245.1	20	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_WVLM			X	Method to assess wave velocity	Straight line slant distance	21	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_STAC			YN	Final shear wave velocity is based on stacked traces	Y	22	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_IVAL			YN	Result invalid?	N	23	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_REM			X	Remarks	Additional remarks as required	24	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_ANBY			X	Name of analyser/ person responsible for data QAQC	ABC/DEF	25	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_CONT			X	Analysis subcontractors name	ABC Ltd	26	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	ISTA_DATE		yyyy-mm-dd	DT	Analysis date	45842	27	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	TEST_STAT			X	Analysis status	Checked	28	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Analysis	New 4.2	-	90,00	ISTA	FILE_FSET			X	Associated file reference (e.g. ASCII .csv file containing logged instrumentation data)	327-16A.csv	29	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_TESN	*		X	Setup reference	3	2	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_TYPE			PA	Seismic test type	SCPT	3	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_LINK			RL	Record Link to pushing test, such as CPT	SCPG\|327-16A\|3	4	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_STAR		yyyy-mm-ddThh:mm:ss	DT	Date and time at the beginning of seismic setup reference	2024-12-01T10:00:11	5	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_END		yyyy-mm-ddThh:mm:ss	DT	Date and time at the end of seismic setup reference	2024-12-02T11:30:12	6	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_REF			X	Seismic receiver module reference	ABC123	7	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_RECC			PA	Seismic receiver configuration. SINGLE for single receiver, DUAL for dual receiver test	DUAL	8	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_RECD			X	Seismic receiver details, such as model	Strata view Model 1Z Triaxial geophone	9	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_SOUR			PA	Source, such as Hammer system	SPRING LOADED PISTON	10	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_RORD			X	Recording equipment details	Vibromatic Model 1XYZ3-Channel Seismograph	11	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_SHOF		m	2DP	Horizontal offset between centre of hole and source	1.24	12	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_ORNT		deg	0DP	Orientation of source relative to the receivers in plan view. Ideally 90 deg, such that the waves are directed at the receivers	87	13	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_SVOF		m	2DP	Source measured vertical offset from ground level/seafloor (positive down)	-0.13	14	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_OTOP		m	2DP	Offset between centre of the top receiver and the pushing device (CPT/DMT) tip. (Use this entry for both SINGLE and DUAL receiver setup.)	0.82	15	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_OBOT		m	2DP	Offset between centre of the bottom receiver and the pushing device (CPT/DMT) tip. (Only use this entry for DUAL receiver setup.)	0.43	16	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_BHCP			X	Borehole, how receiver is clamped in place	Mechanical spring	17	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_MTO			PA	Method of determination of trigger time latency	SOURCE PER LOCATION	18	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_OPER			X	Name of test operator	ABC	19	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_ANBY			X	Name of analyser/ person responsible for data QAQC	ABC/DEF	20	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_REM			X	Remarks, including borehole state at time of test if needed	Additional remarks as required	21	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_ENV			X	Details of weather and environmental conditions during test	Sunny	22	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_METH			X	Test method	ASTM D7400-19	23	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_CONT			X	Subcontractors name	ABC Ltd	24	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	ISTG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	25	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	TEST_STAT			X	Test status	PRELIM	26	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - General	New 4.2	ISTA+ISTS	91,00	ISTG	FILE_FSET			X	Associated file reference	327-16A.csv	27	LOCA
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	LOCA_ID	*		ID	Location identifier	327-16A	1	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	ISTG_TESN	*		X	Setup reference	3	2	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	ISTS_SGLN	*		X	Signal reference	2	3	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	ISTR_DPTH	*	m	2DP	Depth to receiver	1.05	4	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	ISTR_REF	*		X	Receiver reference	Top	5	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	ISTR_SSD		m	2DP	Source slant distance	3.17	6	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	ISTR_QUAL			X	Quality of received signal	Excellent	7	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	ISTR_QUAM			X	Method of quality assessment	Seismic trace characterisation parameters	8	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	ISTR_REM			X	Remarks	Additional remarks as required	9	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal Receiver	New 4.2	-	92,00	ISTR	FILE_FSET			X	Associated file reference	327-16A_3_2.aci	10	ISTS
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	LOCA_ID	*		ID	Location identifier	327-16A	1	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	ISTG_TESN	*		X	Setup reference	3	2	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	ISTS_SGLN	*		X	Signal reference	2	3	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	ISTS_TYPE			PA	Source type	HL	4	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	ISTS_DTIM		yyyy-mm-ddThh:mm:ss	DT	Date and time of signal	2024-12-02T12:30:05	5	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	ISTS_RATE		ms	3DP	Raw sampling rate	0.2	6	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	ISTS_PTRT		ms	1DP	Pre-trigger recording time	20	7	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	ISTS_TTLY		ms	3DP	Trigger time latency (positive for late recording)	0.015	8	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	ISTS_REM			X	Remarks	Additional remarks as required	9	ISTG
Geotechnical in situ Testing	In Situ Seismic Test - Signal	New 4.2	ISTR	93,00	ISTS	FILE_FSET			X	Associated file reference	FS37	10	ISTG
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_DPTH	*	m	2DP	Depth of thermal conductivity test	1.00	2	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_TESN	*		X	Test reference	2	3	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_DATE		yyyy-mm-dd	DT	Test date	2003-02-04	4	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_TCON		W/(K-m)	2DP	Thermal Conductivity	3.26	5	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_TRES		(K-m)/W	2DP	Thermal Resistivity	0.31	6	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_TEMP		DegC	0DP	Ambient temperature at which test is performed	17	7	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_REM			X	Details of probe used and method description	15.0mm diameter probe pushed 100mm into prepared soil face	12	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_ENV			X	Details of weather and environmental conditions during test	Cloudy with light rain	13	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_METH			X	Test method	ASTM D5334-22AE01	14	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_OPER			X	Name of test operator	Bill Mallard	15	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_CONT			X	Name of testing organisation	ACME On-site Testing Ltd	16	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	ITCH_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	17	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	TEST_STAT			X	Test status	Checked	18	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	19	LOCA
Geotechnical in situ Testing	In Situ Thermal Conductivity	New 4.2	-	94,00	ITCH	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS26	20	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_DPTH	*	m	2DP	Depth of vane test	13.50	2	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_TESN	*		X	Test reference	2	3	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_TYPE			PA	Vane type	BOREHOLE	4	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_IVAN		kPa	XN	Vane test result	60 or >80	5	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_IVAR		kPa	XN	Vane test remoulded result (residual)	45 or >80	6	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_DATE		yyyy-mm-dd	DT	Test date	2003-02-28	7	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_REM			X	Details of vane test, vane size	Additional remarks as required	8	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_ENV			X	Details of weather and environmental conditions during test	Dry and warm	9	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_METH			X	Test method	BS EN ISO 22476-9:2020	10	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_CONT			X	Name of testing organization	ACME On-site Testing Ltd	11	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	12	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	TEST_STAT			X	Test status	Checked	13	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	14	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	15	LOCA
Geotechnical in situ Testing	In Situ Vane Tests	-	-	95,00	IVAN	IVAN_OPER			X	Name of test operator	Bill Mallard	16	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule	-	LBST	96,00	LBSG	LBSG_REF	*		X	Schedule reference	2	1	-
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule	-	LBST	96,00	LBSG	LBSG_DATE		yyyy-mm-dd	DT	Date of issue	2009-01-31	2	-
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule	-	LBST	96,00	LBSG	LBSG_FROM			X	Schedule prepared by	ACME Consulting	3	-
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule	-	LBST	96,00	LBSG	LBSG_TO			X	Schedule issued to	ACME Laboratories plc	4	-
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule	-	LBST	96,00	LBSG	LBSG_DUE		yyyy-mm-dd	DT	Date schedule to be completed and reported	2009-04-01	5	-
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule	-	LBST	96,00	LBSG	LBSG_REM			X	Comments on schedule	Additional remarks as required	6	-
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule	-	LBST	96,00	LBSG	LBSG_STAT			X	Status of schedule	Complete	7	-
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule	-	LBST	96,00	LBSG	FILE_FSET			X	Associated file reference (e.g. schedule sheets)	FS1	8	-
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LOCA_ID	*		ID	Location identifier	327-16A	1	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	SAMP_REF	*		X	Sample reference	24	3	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	SAMP_TYPE	*		PA	Sample type	U	4	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBSG_REF	*		X	Testing schedule reference	2	6	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_TEST	*		X	Test Name	Suite A	7	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	CHOC_REF			X	Chain of custody reference	A1241/1	8	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_TTYP			X	Full test method or standard	California Bearing Ratio (BS 1377:1990:Pt 4, Section 7)	9	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_METH			X	Method and test parameters	Point, 34 kPa surcharge.	10	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_PREP			X	Preparation requirements	BS1377 part 9	11	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_DEPN			X	Dependent test options	Advise if sample insufficient for testing	12	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_STAT			PA	Status of laboratory test	IN PROGRESS	13	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_REM			X	Remarks	Additional remarks as required	14	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_DUE		yyyy-mm-dd	DT	Test results due date	2009-10-05	15	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_DETL			X	Details of testing carried out or reasons for no testing possible	Insufficient sample	16	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	LBST_DONE		yyyy-mm-dd	DT	Date test completed	2009-10-01	17	LBSG
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Testing Schedule Details	-	-	97,00	LBST	FILE_FSET			X	Associated file reference	FS99	18	LBSG
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_TYPE			PA	Type of test performed	LINEAR	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_COND			PA	Sample condition	UNDISTURBED	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_SMTY			PA	Type of sample	BLOCK SAMPLE	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_MC		%	X	Water/moisture content	57	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_BDEN		Mg/m3	2DP	Bulk density	1.66	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_DDEN		Mg/m3	2DP	Dry density	1.06	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_REM			X	Remarks	Additional remarks as required	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_METH			X	Test method	BS EN ISO 17892-2:2014, Clause 5.1	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	TEST_STAT			X	Test status	Checked	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Density Tests	-	-	98,00	LDEN	LDEN_DEV			X	Specimen size if less than 50cm3 and any deviation from the specified procedure	37cm3	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_PWAV		m/s	0DP	P-wave velocity	3000	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_SWAV		m/s	0DP	S-wave velocity	1800	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_EMOD		GPa	0DP	Dynamic elastic modulus	20	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_SG		GPa	0DP	Shear modulus derived from LDYN_SWAV	8	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_REM			X	Remarks	Additional remarks as required	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_METH			X	Test method	ISRM: Suggested method	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	TEST_STAT			X	Test status	Checked	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Dynamic Testing	-	-	99,00	LDYN	LDYN_DEV			X	Deviation from the specified procedure	Explanation of any deviation	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_DEV			X	Deviations from the procedure	Explanation of any deviation	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_CMAS		g	0DP	Mass of cone used	60	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_CANG		deg	0DP	Angle of cone tip	60	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_PENA		mm	2DP	Average cone penetration	4.25	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_PEN1		mm	2DP	Individual penetration point 1 if values differ by more than 0.5mm from the average, for undisturbed tests.	4.50	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_PEN2		mm	2DP	Individual penetration point 2 if values differ by more than 0.5mm from the average, for undisturbed tests.	4.25	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_PEN3		mm	2DP	Individual penetration point 3 if values differ by more than 0.5mm from the average, for undisturbed tests.	5.00	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_PEN4		mm	2DP	Individual penetration point 4 if values differ by more than 0.5mm from the average, for undisturbed tests.	4.00	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_CONF			YN	Non-conforming test (due to penetration range)	Y	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_FCPK		kPa	2SF	Estimated undrained fall cone shear strength	8.8	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_FCRM		kPa	2SF	Estimated undrained fall cone shear strength, remoulded	5.2	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_WC		%	X	Water content of specimen	16.2	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_WCST			X	Water content determined on specimen trimmings or other if applicable.	Water content from specimen trimmings	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_REM			X	Test remarks	Additional remarks as required	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_METH			X	Test method	BS EN ISO 17892-6:2017	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	LFCN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	TEST_STAT			X	Test status	Checked	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Fall Cone Test	New	-	100,00	LFCN	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS7	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Specimen prepared by cone and quartering	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LLIN_LS		%	0DP	Linear shrinkage	11	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LLIN_425		%	0DP	Percentage passing 0.425mm sieve	12	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LLIN_PREP			X	Method of preparation	Wet sieve	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LLIN_REM			X	Remarks	Additional remarks as required	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LLIN_METH			X	Test method	BS 1377-2:2022, Clause 7	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LLIN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LLIN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	TEST_STAT			X	Test status	Checked	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Linear Shrinkage Tests	-	-	101,00	LLIN	LLIN_DEV			X	Deviation from the specified procedure	Explanation of any deviation	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_LL		%	0DP	Liquid limit	62	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_PL		%	XN	Plastic limit	38 or NP	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_PI			0DP	Plasticity Index	23	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_425		%	0DP	Percentage passing 0.425mm sieve	12	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_PREP			X	Method of preparation	Wet sieve	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_STAB		%	2SF	Amount of stabiliser added	23	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_STYP			X	Type of stabiliser added	Cement	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_REM			X	Remarks	1 point liquid limit test	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_METH			X	Test method	BS EN ISO 17892-12:2018+A2:2022	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	TEST_STAT			X	Test status	Checked	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_DEV			X	Deviation from the specified procedure	Explanation of any deviation	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_TYPE			PA	Type of test	FALL CONE	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_POIN			PA	Number of points	FOUR	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_CONE			PA	For fall cone method, type of cone	60g/60deg	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_1PRE		mm	1DP	Mean of test readings, if one-point test.	19.1	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_1PCF			3DP	Correlation factor if one-point test.	1.015	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_SIZE		mm	U	Sieve size if other than 0.425mm	0.4	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_PASS		%	2SF	Percentage passing LLPL_SIZE sieve if other than 0.425mm	98	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Liquid and Plastic Limit Tests	-	-	102,00	LLPL	LLPL_WC		%	X	The water content of the specimen before removal of particles prior to determination liquid or plastic limits, if measured	21.3	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_MC		%	X	Water/moisture content	57	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_TEMP		DegC	0DP	Temperature sample dried at	105	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_STAB		%	2SF	Amount of stabiliser added	23	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_STYP			X	Type of stabiliser added	Cement	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_ISNT			YN	Is test result assumed to be a natural water/moisture content	Y	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_COMM			X	Reason water/moisture content is assumed to be other than natural	Slightly desiccated sample	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_REM			X	Remarks	Additional remarks as required	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_METH			X	Test method	BS EN ISO 17892-1:2014+A1:2022	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	TEST_STAT			X	Test status	Checked	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water/moisture Content Tests	-	-	103,00	LNMC	LNMC_DEV			X	Deviation from the specified procedure	Explanation of any deviation	23	SAMP
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ID	*		ID	Location identifier	327-16A	1	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_TYPE			PA	Type of activity	CP+RC	2	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_STAT			PA	Status of information relating to this position	PRELIM	3	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_NATE		m	2DP	National Grid Easting of location or start of traverse	523145.00	4	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_NATN		m	2DP	National Grid Northing of location or start of traverse	178456.12	5	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_GREF			PA	National grid referencing system used	OSGB	6	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_GL		m	2DP	Ground level relative to datum of location or start of traverse	16.23	7	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_REM			X	General remarks	Additional remarks as required	8	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_FDEP		m	2DP	Final depth	32.60	9	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_STAR		yyyy-mm-dd	DT	Date of start of activity	1991-03-18	10	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_PURP			X	Purpose of activity at this location	Groundwater observation well	11	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_TERM			X	Reason for activity termination	Abandoned on engineer's instruction	12	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ENDD		yyyy-mm-dd	DT	End date of activity	1991-03-22	13	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LETT			X	OSGB letter grid reference	TQ231784	14	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LOCX		m	2DP	Local grid x co-ordinate or start of traverse	565.23	15	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LOCY		m	2DP	Local grid y co-ordinate or start of traverse	421.12	16	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LOCZ		m	2DP	Level or start of traverse to local datum	106.63	17	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LREF			X	Local grid referencing system used	London grid 1	18	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_DATM			X	Local vertical datum referencing system used	Anytown datum	19	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ETRV		m	2DP	National Grid Easting of end of traverse	523195.12	20	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_NTRV		m	2DP	National Grid Northing of end of traverse	178486.12	21	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LTRV		m	2DP	Ground level relative to datum of end of traverse	9.67	22	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_XTRL		m	2DP	Local grid easting of end of traverse	523195.12	23	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_YTRL		m	2DP	Local grid northing of end of traverse	178486.12	24	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ZTRL		m	2DP	Local elevation of end of traverse	9.67	25	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LAT			DMS	Latitude of location or start of traverse	51:28:52.498	26	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LON			DMS	Longitude of location or start of traverse	34:10:34.23	27	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ELAT			DMS	Latitude of end of traverse	51:28:52.550	28	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ELON			DMS	Longitude of end of traverse	34:10:34.23	29	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LLZ			X	Geodetic datum	WGS84	30	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LOCM			X	Method of location	dGPS	31	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LOCA			X	Site location sub division (within project) code or description	Sub-station 1	32	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_CLST			X	Investigation phase grouping code or description	Phase 2a	33	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ALID			X	Alignment Identifier	Tunnel Alignment P	34	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_OFFS			2DP	Offset	10.35	35	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_CNGE			X	Chainage	500+123.23	36	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_TRAN			X	Reference to or details of algorithm used to calculate local grid reference, local ground levels or chainage	Coordinate transforms document ref 100-23-A, dated 16 April 2010	37	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	FILE_FSET			X	Associated file reference (e.g. boring or pitting instructions, location photographs)	FS2	38	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_NATD			X	National vertical datum referencing system used	OD Newlyn	39	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ORID			X	Original Hole ID	BH1	40	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ORJO			X	Original Job Reference	ABC1985	41	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_ORCO			X	Originating Company	ABC Labs	42	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_GLDT		yyyy-mm-ddThh:mm	DT	Date time of LOCA_GL measurement	2025-01-01T00:00	43	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_VSSL			X	Survey vessel	MV Marine	44	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_NSRI			0DP	Spatial reference identifier for national grid referencing system used (EPSG code)	27700	45	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LSRI			0DP	Spatial reference identifier for local grid referencing system used (EPSG code)	7030	46	PROJ
Locations and Exploratory Hole Construction Details	Location Details	-	-	104,00	LOCA	LOCA_LLSI			0DP	Spatial reference identifier for latitude and longitude referencing system used (EPSG code)	4326	47	PROJ
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_PDEN		Mg/m3	XN	Particle density with prefix # if value assumed	#2.65	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_TYPE			PA	Type of test	SMALL PYK	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_REM			X	Remarks	Test on material <2mm only	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_METH			X	Test method	BS EN ISO 17892-3:2015	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	TEST_STAT			X	Test status	Checked	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_DEV			X	Any deviation from the specified test procedure, and any other information that could be important for interpreting the test results.	Sample crushed prior to test.	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_PVOL		ml	0DP	Pycnometer volume if used and not 50ml	52	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Particle Density Tests	-	-	105,00	LPDN	LPDN_GAS			PA	Identity of gas if gas pycnometer used	Helium	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	LPEN_PPEN		kPa	0DP	Hand penetrometer undrained shear strength	40	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	LPEN_MC		%	X	Water/moisture content local to test, if measured	23.7	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	LPEN_REM			X	Remarks	Gravel present	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	LPEN_METH			X	Test method	Manufacturers instructions	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	LPEN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	LPEN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	TEST_STAT			X	Test status	Checked	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Hand Penetrometer Tests	-	-	106,00	LPEN	LPEN_DEV			X	Deviation from the specified procedure	Explanation of any deviation	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_BDEN		Mg/m3	2DP	Bulk density	2.12	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_DDEN		Mg/m3	2DP	Dry density	1.84	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_MC		%	X	Water/moisture content	15.2	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_COND			X	Sample condition including details of remoulding	Remoulded	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_LRES		ohm m	0DP	Temperature corrected (20 DegC) resistivity	45	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_CDIA		mm	0DP	Diameter of container	450	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_CCSA		mm2	0DP	Container cross-sectional area	25000	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_CLEN		mm	0DP	Length of container	100	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_TEMP		DegC	0DP	Temperature at which test performed	22	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_ELEC			X	Type of electrodes including material	Steel discs	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_PENT			X	Dimensions of probes, diameter, spacing, penetration into the soil specimen and whether inserted into ends or side	15mm diameter probes 100mm penetrating 75mm into test specimen	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_CSHP			X	Shape of container	Cylinder	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_WAT		ml	0DP	Volume of water required to saturate the soil	750	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_WRES		ohm m	3SF	Water resistivity	0.690	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_PART			X	Approximate percentage of large particles removed prior to test	None	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_REM			X	Remarks	Additional remarks as required	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_METH			X	Test method	BS 1377-3:2018+A1:2021, Clause 13	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	TEST_STAT			X	Test status	Checked	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Resistivity Tests	-	-	107,00	LRES	LRES_DEV			X	Deviation from the specified procedure	Explanation of any deviation	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_SLIM		%	2SF	Shrinkage limit	17	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_SHRA			0DP	Shrinkage ratio	5	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_IDEN		Mg/m3	2DP	Initial density	1.66	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_MCI		%	X	Initial water/moisture content of test specimen	20	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_425		%	0DP	Percentage passing 0.425mm sieve	12	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_REM			X	Remarks	Additional remarks as required	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_METH			X	Test method	ASTM D4943-25	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	TEST_STAT			X	Test status	Checked	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shrinkage Limit Tests	-	-	108,00	LSLT	LSLT_DEV			X	Deviation from the specified procedure	Explanation of any deviation	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_ICL		%	2SF	Initial consumption of lime	4.4	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_PH			1DP	pH value used for interpretation of LSTG_ICL	12.6	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_LIME			X	Details of lime used for test	Laboratory grade Calcium Hydroxide	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_SUIT			1DP	pH of saturated lime solution (suitability)	12.4	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_425		%	2SF	Percentage passing 0.425mm sieve	82	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Additional remarks as required	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_METH			X	Test method	BS 1924-2:2025, Clause 10.3	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	TEST_STAT			X	Test status	Checked	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS15	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - General	-	LSTT	109,00	LSTG	LSTG_DEV			X	Deviation from the specified procedure	Explanation of any deviation	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	LOCA_ID	*		ID	Location identifier	327-16A	1	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	SAMP_REF	*		X	Sample reference	24	3	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	SAMP_TYPE	*		PA	Sample type	U	4	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	SPEC_REF	*		X	Specimen reference	1a	6	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	LSTT_TESN	*		X	Test reference	1	8	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	LSTT_LCON		%	1DP	Percentage of lime added	2.5	9	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	LSTT_PH			1DP	pH of lime/soil suspension	12.4	10	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	LSTT_REM			X	Remarks	Additional remarks as required	11	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Initial Consumption of Lime Tests - Data	-	-	110,00	LSTT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS15	12	LSTG
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_SWPR		kPa	0DP	Swelling Pressure Index	50	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_SWSI		%	1DP	Swelling Strain Index	0.5	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_MCI		%	1DP	Initial water content of test specimen	5.6	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_SDIA		mm	1DP	Specimen diameter	63.2	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_THCK		mm	1DP	Specimen thickness	50.1	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_BDEN		kg/m3	0DP	Initial bulk density	2240	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_DDEN		kg/m3	0DP	Initial dry density	1870	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_REM			X	Remarks	Additional remarks as required	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_METH			X	Test method	ISRM: Suggested method	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	TEST_STAT			X	Test status	Checked	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Swelling Index Testing	-	-	111,00	LSWL	LSWL_DEV			X	Deviation from the specified procedure	Explanation of any deviation	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_COND			X	Sample condition	UNDISTURBED	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_BDEN		Mg/m3	2DP	Bulk density	2.12	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_DDEN		Mg/m3	2DP	Dry density	1.84	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_MC		%	X	Water/moisture content	57	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_TCON		W/(K-m)	2DP	Thermal Conductivity	3.21	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_TRES		(K-m)/W	2DP	Thermal Resistivity	0.75	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_TEMP		DegC	0DP	Ambient temperature at which test is performed	22	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_PDIA		mm	0DP	Probe diameter	15	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_PSPA		mm	0DP	Probe spacing	100	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_PPEN		mm	0DP	Probe penetration	75	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_PRBE			X	Method of probe insertion	Pushed, pre-drilled	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_PART			X	Particle grain size removed	>2mm	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_DEV			X	Deviation from the procedure	Explanation of any deviation	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_REM			X	Remarks	Additional remarks as required	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_METH			X	Test method	ASTM D5334-22AE01	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	LTCH_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	TEST_STAT			X	Test status	Checked	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Thermal Conductivity	New	-	112,00	LTCH	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS7	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_DEV			X	Deviation from the procedure	Explanation of any deviation	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_TYPE			PA	Test type	UNDISTURBED	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_DIA		mm	2DP	Specimen diameter	38.25	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_SLEN		mm	2DP	Specimen length	76.45	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_IWC		%	X	Specimen initial water content	15.7	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_BDEN		Mg/m3	2DP	Initial bulk density	2.12	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_DDEN		Mg/m3	2DP	Initial dry density	1.84	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_RATE		%/min	2SF	Mean rate of compression	1.2	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_UCS		kPa	0DP	Unconfined compressive strength	121	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_STRA		%	1DP	Strain at failure	11.2	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_MODE			PA	Mode of failure	Brittle	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_REM			X	Remarks	Additional remarks as required	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_METH			X	Test method	BS EN ISO 17892-7:2018	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	LUCT_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	TEST_STAT			X	Test status	Checked	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Unconfined Compression Test	New	-	113,00	LUCT	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS7	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_VNPK		kPa	XN	Vane undrained shear strength (peak)	35	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_VNRM		kPa	XN	Vane undrained shear strength (remoulded)	25	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_MC		%	X	Water/moisture content local to the test	57.9	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_SIZE		mm	1DP	Equivalent diameter of vane	12.7	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_VLEN		mm	1DP	Length of vane	12.7	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_REM			X	Remarks	Test performed in U100, test on CBR specimen	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_METH			X	Test method, including type of vane	VJT5300 Laboratory Vane BS 1377-2:2022, Clause 24	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	TEST_STAT			X	Test status	Checked	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_DEV			X	Deviation from the specified procedure	Explanation of any deviation	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Vane Tests	-	-	114,00	LVAN	LVAN_TYPE			PA	Vane type	HV	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Stored at constant water/moisture content for 7 days, then soaked for 7 days, maintained at 20 +/- 2 degrees Celsius throughout	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_200		%	0DP	Weight percent of sample retained on 20 mm sieve	15	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_NMC		%	X	Natural water/moisture content below 20 mm	21	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_STAB		%	2SF	Amount of stabiliser added	23	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_STYP			X	Type of stabiliser added	Cement	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Additional remarks as required	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_METH			X	Test method	BS 1377-2:2022, Clause 13.4	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	TEST_STAT			X	Test status	Checked	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS15	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - General	-	MCVT	115,00	MCVG	MCVG_DEV			X	Deviation from the specified procedure	Explanation of any deviation	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	LOCA_ID	*		ID	Location identifier	327-16A	1	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	SAMP_REF	*		X	Sample reference	24	3	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	SAMP_TYPE	*		PA	Sample type	U	4	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	SPEC_REF	*		X	Specimen reference	1a	6	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	MCVT_TESN	*		X	Test reference	1	8	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	MCVT_MC		%	X	Water/moisture content for MCVT_TESN	17.7	9	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	MCVT_CURV			X	Method of interpretation of the test curve	Steepest straight line	10	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	MCVT_RELK			1DP	MCV value for MCVT_TESN	12.3	11	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	MCVT_BDEN		Mg/m3	2DP	After test bulk density for MCVT_TESN	2.02	12	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	MCVT_DIFF		mm	1DP	Difference between initial (n) and final (3n) blows in rapid assessment test	4.5	13	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	MCVT_RAPD			X	Stronger or weaker than pre-calibrated standard	Weaker	14	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	MCVT_REM			X	Remarks	Additional remarks as required	15	MCVG
Geotechnical Laboratory Testing (Soils and Rocks)	MCV Tests - Data	-	-	116,00	MCVT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS15	16	MCVG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	LOCA_ID	*		ID	Location identifier	327-16A	1	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MONG_ID	*		X	Monitoring point reference	P1	2	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MONG_DIS	*	m	2DP	Initial distance of monitoring point from LOCA_ID datum	2.30	3	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_DTIM	*	yyyy-mm-ddThh:mm:ss	DT	Date and time of reading	2003-02-20T13:40:00	4	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_TYPE	*		PA	Reading type	WDEP	5	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_REF	*		X	Reading reference	2	6	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_INST			X	Instrument reference / serial number	14124-1	7	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_RDNG			XN	Reading	10.34	8	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_UNIT	R		PU	Units of reading	m	9	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_METH			X	Measurement method	In-house method	10	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_LIM			U	Instrument/method reading/detection limit	0.001	11	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_ULIM			U	Instrument/method upper reading/detection (when appropriate)	10.000	12	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_NAME			X	Client preferred name of measurement	ABC133	13	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	14	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_CONT			X	Organization taking reading	ACME Monitoring	15	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	MOND_REM			X	Comments on reading	Additional remarks as required	16	MONG
Monitoring Installations, Instruments and Readings	Monitoring Readings	-	-	117,00	MOND	FILE_FSET			X	Associated file reference (e.g. monitoring field sheets, instrument logging file)	FS28	17	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_ID	*		X	Monitoring point reference	P1	2	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_DIS	*	m	2DP	Initial distance of monitoring point from LOCA_ID	2.30	3	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	PIPE_REF			X	Pipe reference	Pipe1	4	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_DATE		yyyy-mm-dd	DT	Installation date	2003-01-01	5	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_TYPE			PA	Instrument type	TS	6	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_DETL			X	Details of instrument	Total Station	7	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_TRZ		m	2DP	Distance to start of response zone from LOCA_ID datum	5.50	8	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_BRZ		m	2DP	Distance to end of response zone from LOCA_ID datum	7.50	9	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_BRGA		deg	0DP	Bearing of monitoring axis A (compass bearing)	90	10	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_BRGB		deg	0DP	Bearing of monitoring axis B (compass bearing)	180	11	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_BRGC		deg	0DP	Bearing of monitoring axis C (compass bearing)	270	12	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_INCA		deg	0DP	Inclination of instrument axis A (measured positively down from horizontal)	87	13	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_INCB		deg	0DP	Inclination of instrument axis B (measured positively down from horizontal)	88	14	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_INCC		deg	0DP	Inclination of instrument axis C (measured positively down from horizontal)	89	15	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_RSCA			X	Reading sign convention in direction A	Displacement to East +ve	16	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_RSCB			X	Reading sign convention in direction B	Displacement to South +ve	17	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_RSCC			X	Reading sign convention in direction C	Displacement up +ve	18	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_REM			X	Remarks	Behind wall	19	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	MONG_CONT			X	Contractor who installed monitoring instrument	ACME Instruments Ltd	20	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments	-	MOND+MONS	118,00	MONG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS27	21	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	LOCA_ID	*		ID	Location identifier	327-16A	1	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONG_ID	*		X	Monitoring point reference	P1	2	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONG_DIS	*	m	2DP	Initial distance of monitoring point from LOCA_ID	2.30	3	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONS_STAR	*	yyyy-mm-dd	DT	Date and time of start of status	2020-02-24	4	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONS_ENDD		yyyy-mm-dd	DT	Date and time of end of status	2020-02-25	5	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONS_BY			X	Who recorded status	Joe Bloggs	6	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONS_TYPE			PA	Type of status	ONLINE	7	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONS_STAT			X	Status	Comissioned	8	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONS_RPLO			ID	Location identifier this installation or instrument replaces	327-16	9	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONS_RPID			X	Monitoring point reference this installation or instrument replaces	P0	10	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	MONS_REM			X	Remarks		11	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installations and Instruments Status	New 4.2	-	119,00	MONS	FILE_FSET			X	Associated file reference	FS99	12	MONG
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	PIPE_REF	*		X	Pipe reference	Pipe1	2	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	PIPE_TOP	*	m	2DP	Top of construction zone	0.00	3	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	PIPE_BASE	*	m	2DP	Base of construction zone	2.50	4	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	PIPE_DIAM		mm	0DP	Diameter of pipe	75	5	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	PIPE_TYPE			PA	Type of pipe	SLOTTED	6	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	PIPE_CONS			X	Details of pipe construction	50 mm PVC	7	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	PIPE_REM			X	Remarks	Additional remarks as required	8	LOCA
Monitoring Installations, Instruments and Readings	Monitoring Installation Pipe Work	-	-	120,00	PIPE	FILE_FSET			X	Associated file reference (e.g. drilling journals)	FS32	9	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_DPTH	*	m	2DP	Test depth	1.23	2	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_TESN	*		X	Test reference	1	3	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_CYC	*		X	Load cycle	1	4	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_PDIA		mm	0DP	Plate diameter	600	5	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_SEAT		kN	1DP	Seating load including apparatus mass	10.0	6	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_FA0			2DP	Factor a0	0.00	7	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_FA1			2DP	Factor a1	12.65	8	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_FA2			2DP	Factor a2	-7.58	9	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_SMOD		MPa	1DP	Strain modulus	15.8	10	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_EV2		MPa	1DP	Elastic modulus for second loading cycle	83.0	11	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_MOSR		MPa/m	1DP	Modulus of subgrade reaction	60.8	12	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_EMOD		MPa	1DP	Elastic modulus	21.7	13	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_DATE		yyyy-mm-dd	DT	Test date	2008-07-23	14	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_STAB		%	2SF	Amount of stabiliser added	23	15	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_STYP			X	Type of stabiliser added	Cement	16	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_REM			X	Remarks	Additional remarks as required	17	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_ENV			X	Details of weather and environmental conditions during test	Dry and warm	18	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_METH			X	Test method	DIN18134 Strain Modulus	19	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_CONT			X	Name of testing organization	ACME On-site Testing Ltd	20	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	21	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	TEST_STAT			X	Test status	Checked	22	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	23	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS11	24	LOCA
Geotechnical in situ Testing	Plate Loading Tests - General	-	PLTT	121,00	PLTG	PLTG_OPER			X	Name of test operator	Bill Mallard	25	LOCA
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	LOCA_ID	*		ID	Location identifier	327-16A	1	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTG_DPTH	*	m	2DP	Test depth	1.23	2	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTG_TESN	*		X	Test reference	1	3	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTG_CYC	*		X	Load cycle	1	4	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTT_STG	*		X	Load stage	1	5	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTT_TIME	*	min	1DP	Stage elapsed time	0.5	6	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTT_LOAD		kN	1DP	Applied load	10.0	7	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTT_SET1		mm	2DP	Settlement Gauge 1	0.86	8	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTT_SET2		mm	2DP	Settlement Gauge 2	0.74	9	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTT_SET3		mm	2DP	Settlement Gauge 3	0.91	10	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTT_SET4		mm	2DP	Settlement Gauge 4	0.00	11	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	PLTT_REM			X	Comments on reading	Additional remarks as required	12	PLTG
Geotechnical in situ Testing	Plate Loading Tests - Data	-	-	122,00	PLTT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	13	PLTG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	LOCA_ID	*		ID	Location identifier	327-16A	1	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	PMMG_DPTH	*	m	2DP	Depth of test	2.70	2	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	PMMG_TESN	*		X	Test reference	1	3	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	PMMC_CYNO	*		X	Cycle number	1	4	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	PMMC_P1CY		MPa	3DP	Corrected pressure at origin of cyclic pressure range	0.573	5	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	PMMC_P2CY		MPa	3DP	Corrected pressure at end of cyclic pressure range	0.886	6	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	PMMC_EMCY		MPa	1DP	Cyclic Menard modulus	53.9	7	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	PMMC_REM			X	Remarks	Comment	8	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Unload/Reload Cycles	New 4.2	-	123,00	PMMC	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	9	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	LOCA_ID	*		ID	Location identifier	327-16A	1	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMG_DPTH	*	m	2DP	Depth of test	2.70	2	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMG_TESN	*		X	Test reference	1	3	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_SEQ	*		0DP	Sequence number	1	4	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_P01S		MPa	3DP	Measured pressure at 1 s	0.123	5	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_P15S		MPa	3DP	Measured pressure at 15 s	0.123	6	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_P30S		MPa	3DP	Measured pressure at 30 s	0.123	7	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_P60S		MPa	3DP	Measured pressure at 60 s	0.123	8	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_V01S		cm3	1DP	Measured volume at 1 s	143.1	9	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_V15S		cm3	1DP	Measured volume at 15 s	143.1	10	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_V30S		cm3	1DP	Measured volume at 30 s	143.1	11	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_V60S		cm3	1DP	Measured volume at 60 s	143.1	12	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_CP		MPa	3DP	Corrected pressure	0.123	13	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_CVOL		cm3	1DP	Corrected volume	143.1	14	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_SLOP		cm3/MPa	0DP	Slope	537	15	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_CREP		cm3	1DP	Creep	1.8	16	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	PMMD_REM			X	Remarks	Additional remarks as required	17	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - Data	New 4.2	-	124,00	PMMD	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	18	PMMG
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_DPTH	*	m	2DP	Depth of test	2.70	2	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_TESN	*		X	Test reference	1	3	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_DATE		yyyy-mm-ddThh:mm:ss	DT	Date and time of test	2021-03-11T15:00:00	4	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_DCU		m	2DP	Distance of control unit above ground	0.70	5	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_PRWL		m	2DP	Depth to water/fluid in borehole prior to test	10.61	6	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_REF			X	Instrument reference / serial number	PMT123456	7	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_TYPE			PA	Pressuremeter type	MPM	8	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_DIAM		mm	0DP	Uninflated diameter of pressuremeter	60	9	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_PRC		MPa	0DP	Pressure capacity	5	10	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_TC			PA	Method of test control	AUTOMATED	11	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_P1		MPa	2DP	Start of linear section pressure, P_1	0.10	12	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_P2		MPa	2DP	End of linear section pressure, P_2	0.61	13	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_EM		MPa	1DP	Menard modulus, E_M	70.1	14	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_MPL		MPa	2DP	Menard limit pressure	3.41	15	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_MPLM			PA	Menard limit pressure method	PLMH	16	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_PF		MPa	2DP	Creep pressure	0.82	17	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_METH			X	Test method	BS EN ISO 22476-4:2021	18	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_CREM			X	Describe corrections applied during processing	Pressure loss and volume correction	19	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_REM			X	Remarks	Membrane rupture	20	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_CRDT		yyyy-mm-dd	DT	Date of last calibration of instrument	2009-10-01	21	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_OPER			X	Name of test operator	ANO/TBA	22	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_ANBY			X	Name(s) of analyser / person responsible for data quality and correctness	ABC/DEF	23	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_CONT			X	Subcontractors name	An Contractor Ltd	24	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	25	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	TEST_STAT			X	Test status	Checked	26	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	PMMG_ENV			X	Details of weather and environmental conditions during test	Rain, standing water close to test area	27	LOCA
Geotechnical in situ Testing	Menard Pressuremeter Test Results - General	New 4.2	PMMD+PMMC	125,00	PMMG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS11	28	LOCA
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	LOCA_ID	*		ID	Location identifier	327-16A	1	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTG_DPTH	*	m	2DP	Depth of test	2.70	2	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTG_TESN	*		X	Test reference	1	3	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_SEQ	*		0DP	Sequence number	1	4	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_TPC		kPa	1DP	Total pressure	54.4	5	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_PPA		kPa	1DP	Pore pressure cell A	29.2	6	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_PPB		kPa	1DP	Pore pressure cell B	31.5	7	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_VOL		cm3	1DP	Volume change in test cell	2.6	8	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_REM			X	Remarks	Additional remarks as required	9	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	10	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_AX1		mm	4DP	Axis 1 displacement	2.0031	11	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_AX2		mm	4DP	Axis 2 displacement	2.0041	12	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_AX3		mm	4DP	Axis 3 displacement	2.0051	13	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_SA1		mm	4DP	Arm 1 displacement	2.0011	14	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_SA2		mm	4DP	Arm 2 displacement	2.0021	15	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_SA3		mm	4DP	Arm 3 displacement	2.0031	16	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_SA4		mm	4DP	Arm 4 displacement	2.0041	17	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_SA5		mm	4DP	Arm 5 displacement	2.0051	18	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_SA6		mm	4DP	Arm 6 displacement	2.0063	19	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_SAME		mm	4DP	Mean arm displacement	2.0041	20	PMTG
Geotechnical in situ Testing	Pressuremeter Test Data	-	-	126,00	PMTD	PMTD_TIME		s	0DP	Time elapsed since start of test	250	21	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_DPTH	*	m	2DP	Depth of test	2.70	2	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_TESN	*		X	Test reference	1	3	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_DATE		yyyy-mm-dd	DT	Date of test	1993-12-23	4	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_WAT		m	2DP	Measured or assumed ground water level	1.53	5	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_CONT			X	Subcontractors name	An Contractor Ltd	6	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_CREW			X	Operators details	ANO/TBA	7	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_REF			X	Instrument reference / serial number	PMT123456	8	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_TYPE			PA	Pressuremeter type	SBP	9	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_DIAM		mm	2DP	Uninflated diameter of pressuremeter	82.90	10	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_HO		kPa	0DP	Estimated in situ horizontal stress	700	11	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_GI		MPa	0DP	Initial shear modulus	70	12	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_CU		kPa	0DP	Undrained shear strength	420	13	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_PL		kPa	0DP	Limit pressure	3400	14	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_AF		deg	1DP	Angle of friction	39.0	15	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_AD		deg	0DP	Angle of dilation	10	16	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_AFCV		deg	1DP	Angle of friction at constant volume (*cv) used	35.0	17	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_METH			X	Method(s) used to determine derived soil parameters (including those in PMTL).	Pressuremeters in Geotechnical Design	18	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	19	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	TEST_STAT			X	Test status	Checked	20	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_ENV			X	Details of weather and environmental conditions during test	Rain, standing water close to test area	21	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_REM			X	Remarks	6 arms used in determination of average	22	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS11	23	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_NUAR			0DP	Number of arms	6	24	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_ORNT		deg	0DP	Bearing of arm 1 (clockwise degrees from North)	015	25	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_AXIS			X	Arm combination used for analysis	Average arms	26	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_PRWL		m	2DP	Depth to water/fluid in borehole prior to test	10.61	27	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_TC			PA	Method of test control	STRESS+STRAIN	28	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_STAD		yyyy-mm-ddThh:mm:ss	DT	Start of drilling of SBPM	2021-03-11T15:00:00	29	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_ENDD		yyyy-mm-ddThh:mm:ss	DT	End of drilling of SBPM	2021-03-11T15:00:00	30	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_TOPP		m	2DP	Depth to top of test pocket for SBPM	5.10	31	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_BOTP		m	2DP	Depth to base of test pocket for SBPM	6.10	32	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_SBHT			PA	Self-boring head type of SBPM	RC	33	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_SBCS		mm	1DP	Self-boring cutting shoe diameter, dp, of SBPM	83.1	34	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_SBCT			PA	Cutter type of SBPM	RRB	35	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_SBCD		mm	1DP	Cutter dimension of SBPM	63.1	36	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_SBCP		mm	0DP	Cutter position, h (+ve inside cutting shoe, -ve outside cutting shoe) of SBPM	20	37	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_FLFT			X	Flushing fluid type of SBPM	Polymer	38	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_FLFP		kPa	0DP	Flushing or jetting fluid pressure of SBPM	350	39	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_TRST		kN	0DP	Thrust force of SBPM	55	40	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_PPRD			YN	Pore pressures recorded during boring	Y	41	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_CMT			PA	Cone module type	TC	42	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_CREM			X	Describe corrections applied during processing	membrane stiffness and system compliance	43	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_CRDT		yyyy-mm-dd	DT	Date of last calibration of instrument	2009-10-01	44	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - General	-	PMTD+PMTL+PMTZ+PMTP	127,00	PMTG	PMTG_ANBY			X	Name(s) of analyser / person responsible for data quality and correctness	ABC/DEF	46	LOCA
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	LOCA_ID	*		ID	Location identifier	327-16A	1	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTG_DPTH	*	m	2DP	Depth of test	2.70	2	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTG_TESN	*		X	Test reference	1	3	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_LNO	*		0DP	Unload/reload loop number	1	4	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_GAA		MPa	3SF	Unload/reload shear modulus, average	139	5	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_SINC		%	2DP	Mean strain	3.48	6	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_PINC		kPa	0DP	Mean pressure	1586	7	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_STRA		%	3DP	Strain range or amplitude	0.105	8	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_PRSA		kPa	0DP	Pressure range or amplitude	284	9	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_NLSA		MPa	3DP	Shear stress coefficient (from Bolton and Whittle, 1999)	2.921	10	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_NLSB			3DP	Linearity exponent (from Bolton and Whittle, 1999)	0.538	11	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_REM			X	Remarks	Additional remarks as required	12	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS11	13	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_AXIS			X	Arm combination used for analysis	Odd arms	14	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_HP		kPa	0DP	Hold pressure	700	15	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_HT		s	0DP	Hold duration	120	16	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Individual Loops	-	-	128,00	PMTL	PMTL_CR		%	4DP	Creep rate	0.0029	17	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	LOCA_ID	*		ID	Location identifier	327-16A	1	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTG_DPTH	*	m	2DP	Depth of test	2.70	2	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTG_TESN	*		X	Test reference	1	3	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_U0		kPa	0DP	In situ pore water pressure	50	4	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_STO		mm	2DP	Strain origin	0.04	5	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_HO		kPa	0DP	Estimated in situ horizontal stress	700	6	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_HOM			X	Method remark for Estimated in situ horizontal stress	Curve fitting	7	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_GI		MPa	3SF	Shear modulus from first loading	70.1	8	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_SU		kPa	1DP	Undrained shear strength	420.1	9	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_SUM			X	Method remark for Undrained Shear Strength (s_u)	Whittle 1999	10	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_AF		deg	1DP	Peak angle of friction	39.0	11	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_AD		deg	1DP	Angle of dilation	10.0	12	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_AFDM			X	Method remark for Peak angle of friction and Angle of dilation	Hughes 1977	13	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_AFCV		deg	1DP	Angle of friction at constant volume (*cv) used	35.0	14	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_DC		kPa	0DP	Drained cohesion	40	15	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_DCM			X	Method remark for Drained cohesion	Carter, Booker, and Yeung Modified 2010	16	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_PL		kPa	0DP	Total limit pressure	3400	17	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_PF		kPa	0DP	Total yield stress	472	18	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_PFM			X	Method remark for Total yield stress	Marsland and Randolph 1977 (1990)	19	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_YM		MPa	1DP	Yield modulus	12.6	20	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_YMM			X	Method remark for Yield modulus	Houlsby and Withers 1988	21	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_MU			2DP	Poisson's ratio	0.31	22	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	PMTP_REM			X	Remarks	Additional remarks as required	23	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Parameters	New 4.2	-	129,00	PMTP	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS11	24	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	LOCA_ID	*		ID	Location identifier	327-16A	1	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTG_DPTH	*	m	2DP	Depth of test	2.70	2	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTG_TESN	*		X	Test reference	1	3	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_PARM	*		PA	Measured Parameter	TPC1	4	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_MRS			X	Measuring ranges of the sensors, min to max unit	0 to 30 MPa	5	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_ZC			U	Zero from calibration	4565	6	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_ZB			U	Zero before at surface	4567	7	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_ZH			U	Zero in hole before test at test depth	5123	8	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_ZA			U	Zero after at surface	4568	9	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_ZD			U	Zero drift	1	10	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_EGUT			PU	Unit for PMTZ_ZD	mV	11	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	PMTZ_REM			X	Remarks	Additional remarks as required	12	PMTG
Geotechnical in situ Testing	Pressuremeter Test Results - Zeros	New 4.2	-	130,00	PMTZ	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS11	13	PMTG
Project / Data Transmission Details	Project Specific Time Related Remarks	-	-	131,00	PREM	PREM_DTIM	*	yyyy-mm-ddThh:mm	DT	Date and time of remark or start of event	2001-05-16T12:00	1	-
Project / Data Transmission Details	Project Specific Time Related Remarks	-	-	131,00	PREM	PREM_COMP			X	Component or sub-activity	Slab G12	2	-
Project / Data Transmission Details	Project Specific Time Related Remarks	-	-	131,00	PREM	PREM_REM			X	Time related remark	Completion of concrete pour	3	-
Project / Data Transmission Details	Project Specific Time Related Remarks	-	-	131,00	PREM	PREM_DURN		hh:mm:ss	T	Duration of event or activity	01:25:00	4	-
Project / Data Transmission Details	Project Specific Time Related Remarks	-	-	131,00	PREM	PREM_ETIM		yyyy-mm-ddThh:mm	DT	Date and time of end of event	2001-05-16T16:00	5	-
Project / Data Transmission Details	Project Specific Time Related Remarks	-	-	131,00	PREM	FILE_FSET			X	Associated file reference (e.g. site journal records)	FS28	6	-
Locations and Exploratory Hole Construction Details	Boring/Drilling Progress by Time	-	-	132,00	PTIM	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Boring/Drilling Progress by Time	-	-	132,00	PTIM	PTIM_DTIM	*	yyyy-mm-ddThh:mm	DT	Date and time of progress reading	1991-03-01T14:35	2	LOCA
Locations and Exploratory Hole Construction Details	Boring/Drilling Progress by Time	-	-	132,00	PTIM	PTIM_DPTH		m	2DP	Hole depth	22.13	3	LOCA
Locations and Exploratory Hole Construction Details	Boring/Drilling Progress by Time	-	-	132,00	PTIM	PTIM_CAS		m	2DP	Depth of casing	20.50	4	LOCA
Locations and Exploratory Hole Construction Details	Boring/Drilling Progress by Time	-	-	132,00	PTIM	PTIM_WAT		m	XN	Depth to water	16.56 or Dry	5	LOCA
Locations and Exploratory Hole Construction Details	Boring/Drilling Progress by Time	-	-	132,00	PTIM	PTIM_REM			X	Remarks	Stopped drilling on client's instruction	6	LOCA
Locations and Exploratory Hole Construction Details	Boring/Drilling Progress by Time	-	-	132,00	PTIM	FILE_FSET			X	Associated file reference (e.g. drilling journals)	FS21	7	LOCA
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_TESN	*		X	Test reference	2	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_COND			PA	Sample condition	UNDISTURBED	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_SZUN		mm	0DP	Size cut off of material too coarse for testing	5	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_UNS		%	0DP	Proportion of material removed above PTST	36	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_DIAM		mm	2DP	Specimen diameter	102.52	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_LEN		mm	2DP	Specimen length	200.22	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_MC		%	X	Initial water/moisture content of test specimen	20	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_BDEN		Mg/m3	2DP	Initial bulk density of test specimen	2.24	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_DDEN		Mg/m3	2DP	Initial dry density	1.87	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_IDIA		mm	2DP	Diameter of drain for radial permeability in hydraulic cell	3.75	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_DMET			X	Method of forming central drain	Bored using mandrel and filled with saturated sand	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_VOID			3DP	Initial voids ratio	0.375	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_K		m/s	1SCI	Coefficient of permeability	4.1E-6	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_TSTR		kPa	0DP	Mean effective stress at which permeability measured (when measured in triaxial or hydraulic cell).	112	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_HYGR			0DP	Hydraulic gradient at which permeability measured (for constant head test).	1	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_ISAT		%	2SF	Initial degree of saturation	72	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_SAT			X	Details of saturation, where appropriate	Back pressure, Bf = 0.96	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_CONS			X	Details of consolidation, where appropriate	Drainage to top with pwp at base	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_PDEN		Mg/m3	XN	Particle density with prefix # if value assumed	#2.65	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_TYPE			PA	Type of permeability measurement	Falling head	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_CELL			PA	Type of permeameter	TRIAXIAL CELL	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_REM			X	Remarks on test	Additional remarks as required	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_METH			X	Test method	BS EN ISO 17892-11:2019	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	33	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	34	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	TEST_STAT			X	Test status	Checked	35	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS28	36	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	37	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_DEV			X	Deviations from the test method	Explanation of any deviation	38	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_WCIS			X	Initial water content source	Specimen trimmings	39	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_WCF		%	X	Final water content of test specimen	20.2	40	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_FSAT		%	2SF	Final degree of saturation, if determined	72	41	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_TEMP		DegC	1DP	Average laboratory temperature at which the test was performed	20.2	42	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_SOUR			X	Source of permeameter water	Tap water	43	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_BACK		kPa	0DP	Back pressure	50	44	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_BVAL			2DP	B-value, if used	0.98	45	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Laboratory Permeability Tests	-	-	133,00	PTST	PTST_LOSS			X	Equipment head loss corrections applied to the measurements, if any, and the associated flow rates	Correction applied	46	SAMP
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	PUMG_TEST	*		X	Test reference	1991-03-16#1	2	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	PUMG_CONT			X	Contractor	PUMP Ltd	3	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	PUMG_METH			X	Method of testing	BS EN ISO 22282-3:2021	4	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	PUMG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	5	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	TEST_STAT			X	Test status	Checked	6	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	PUMG_ENV			X	Details of weather and environmental conditions during test	Heavy rain	7	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	PUMG_REM			X	Remarks on test	Double packer	8	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS11	9	LOCA
Geotechnical in situ Testing	Pumping Tests - General	-	PUMT	134,00	PUMG	PUMG_OPER			X	Name of test operator	Bill Mallard	10	LOCA
Geotechnical in situ Testing	Pumping Tests - Data	-	-	135,00	PUMT	LOCA_ID	*		ID	Location identifier	327-16A	1	PUMG
Geotechnical in situ Testing	Pumping Tests - Data	-	-	135,00	PUMT	PUMG_TEST	*		X	Test reference	1991-03-16#1	2	PUMG
Geotechnical in situ Testing	Pumping Tests - Data	-	-	135,00	PUMT	PUMT_DTIM	*	yyyy-mm-ddThh:mm	DT	Date and time of reading	1991-03-16T13:25	3	PUMG
Geotechnical in situ Testing	Pumping Tests - Data	-	-	135,00	PUMT	PUMT_DPTH		m	2DP	Depth to water below ground	12.50	4	PUMG
Geotechnical in situ Testing	Pumping Tests - Data	-	-	135,00	PUMT	PUMT_QUAT		l/s	1DP	Pumping rate from hole	0.8	5	PUMG
Geotechnical in situ Testing	Pumping Tests - Data	-	-	135,00	PUMT	PUMT_REM			X	Remarks	Additional remarks as required	6	PUMG
Geotechnical in situ Testing	Pumping Tests - Data	-	-	135,00	PUMT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS29	7	PUMG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SAMP_TYPE	*		PA	Sample type	C	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SPEC_DESC			X	Specimen description	Weak brown fine grained SANDSTONE	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_DEV			X	Deviation from the specified procedure	Explanation of any deviation	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_DATE		yyyy-mm-dd	DT	Date of test	2020-01-06	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_COND			X	Condition of specimen as tested (saturated, as received, air dried, oven dried, etc)	Air dried	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_GSIZ			2DP	Maximum grain size	0.06	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_ANIS			X	Planes of weakness or anisotropy present (bedding, schistosity, etc)	Thinly laminated	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_MACH			X	Type of apparatus	Type 1 ACME Model 12345	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_MMTD			X	Measurement method (side view, top view, optical, digital)	Side view, optical	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_CAIM			1DP	CAI mean value	2.1	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_CAIS			2DP	CAI standard deviation	0.11	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_ABCL			X	Abrasiveness classification	Low	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_REM			X	Remarks	45deg relative to axis, Tests carried out at prevailing surface unless annotated otherwise.	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_METH			X	Test method	ISRM: Suggested Method for Determining the Abrasivity of Rock by the CERCHAR Abrasivity Test	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	RCAG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	TEST_STAT			X	Test status	Checked	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - General	New	RCAT	136,00	RCAG	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	LOCA_ID	*		ID	Location identifier	327-16A	1	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	SAMP_REF	*		X	Sample reference	24	3	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	SAMP_TYPE	*		PA	Sample type	C	4	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	SPEC_REF	*		X	Specimen reference	1a	6	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	RCAT_TESN	*		X	Measurement number	1	8	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	RCAT_CUT			X	Surface condition (rough, saw-cut)	Fresh saw-cut	9	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	RCAT_SDIR			X	Direction of scratching with respect to planes of weakness or anisotropy	Normal	10	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	RCAT_STYH			0DP	Rockwell hardness HRC of stylus	42	11	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	RCAT_STYC			X	Stylus condition (new or re-sharpened)	Re-sharpened	12	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	RCAT_CAI			1DP	As measured CAI value	2.4	13	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	RCAT_CAIS			1DP	Equivalent CAI value at standard stylus hardness HRC 55	3.1	14	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	RCAT_REM			X	Remarks	Additional remarks as required	15	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Abrasiveness Tests - Data	New	-	137,00	RCAT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	CHER23	16	RCAG
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_TESN	*		X	Test reference	3	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SPEC_DESC			X	Specimen description	White chalk	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_MC		%	X	Water content of specimen tested	2.1	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_CCV			1DP	Chalk crushing value	5.6	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_100		%	0DP	Percentage larger than 10mm in original sample	85	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_REM			X	Remarks	Additional remarks as required	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_METH			X	Test method	BS 1377-2:2022, Clause 14	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	TEST_STAT			X	Test status	Checked	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Chalk Crushing Value Tests	-	-	138,00	RCCV	RCCV_DEV			X	Deviation from the specified procedure	Explanation of any deviation	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_MC		%	X	Water content of specimen	2.1	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_SMC		%	X	Saturated water content	2.3	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_BDEN		kg/m3	0DP	Bulk density	2260	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_DDEN		kg/m3	0DP	Dry density	2210	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_PORO		%	1DP	Porosity	17.3	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_PDEN		kg/m3	0DP	Apparent particle density	2750	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_TEMP		DegC	0DP	Temperature sample dried at	60	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_REM			X	Remarks	Average of three reported	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_METH			X	Test method	ISRM: Suggested method for determining porosity/density using saturation and calliper technique.	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	TEST_STAT			X	Test status	Checked	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_IDEN		Mg/m3	2DP	Intact dry density	1.78	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Porosity and Density Tests	-	-	139,00	RDEN	RDEN_DEV			X	Deviation from the specified procedure	Explanation of any deviation	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_DMAX		Mg/m3	2DP	Maximum dry density	2.15	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_375		%	0DP	Weight percent of sample retained on 37.5mm sieve	7	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_063		%	0DP	Weight percent of sample retained on 6.3mm sieve	10	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_020		%	0DP	Weight percent of sample retained on 2mm sieve	5	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_DMIN		Mg/m3	2DP	Minimum dry density	1.65	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_REM			X	Remarks on test	Material >37.5 replaced with smaller material	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_METH			X	Test method	BS 1377-2:2022, Clause 12	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	TEST_STAT			X	Test status	Checked	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS24	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Relative Density Tests	-	-	140,00	RELD	RELD_DEV			X	Deviation from the specified procedure	Explanation of any deviation	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	LOCA_ID	*		ID	Location identifier	BH01	1	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	SAMP_TOP	*	m	2DP	Depth to top of sample	10.12	2	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	SAMP_REF	*		X	Sample reference	10WaxA	3	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	SAMP_TYPE	*		PA	Sample type	U	4	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	SAMP_ID	*		ID	Sample unique identifier	12345	5	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	SPEC_REF	*		X	Specimen reference	DSS01	6	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	10.15	7	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_TESN	*		X	Test / Stage Number	2	8	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_SDIA		mm	2DP	Specimen diameter	22.15	9	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_HIGH		mm	2DP	Specimen height	25.15	10	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_CTYP			PA	Type of consolidation	ISOTROPIC	11	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_ELAP		hh:mm:ss	T	Duration of stage	09:15:30	12	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_CHGT		mm	2DP	Specimen height at end of test/stage	21.32	13	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_CDIA		mm	2DP	Specimen diameter at end of test/stage	21.98	14	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_CMC		%	X	Water content at end of test/stage	21	15	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_CDDN		Mg/m3	2DP	Dry density at end of test/stage	1.61	16	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_CRD		%	1DP	Relative density at end of test/stage	90.1	17	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_INCE			3DP	Voids ratio at end of test/stage	0.765	18	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_EASC		kPa	1DP	Effective axial stress during consolidation at end of test/stage	200.5	19	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_ERSC		kPa	1DP	Effective radial stress during consolidation at end of test/stage	100.4	20	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_DEVS		kPa	1DP	Deviatoric stress at end of test/stage	99.1	21	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_SHRS		kPa	1DP	Shear stress at end of test/stage	25.3	22	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_MNES		kPa	1DP	Mean effective stress at end of test/stage	16.5	23	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_AXSN		%	3DP	Axial strain at end of test/stage	1.456	24	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_VLSN		%	3DP	Volumetric strain from measured volume change at end of test/stage	1.812	25	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_RDSN		%	3DP	Radial strain from measured volume change	0.184	26	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_BESE			X	Bender element test sequence	After anisotropic consolidation stage 2	27	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_BEAX			X	Bender element axis of measurement	Shv	28	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_DBTE		mm	2DP	Distance between bender elements	196.16	29	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_MAT		s	4DP	Measured arrival time of propagated wave	0.4941	30	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_MATM			X	Method of measuring arrival time of propagated wave	Peak to peak	31	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_SWV		m/s	0DP	Calculated shear wave velocity	395	32	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_SMGM		MPa	1DP	Shear modulus Gmax from bender elements	295.3	33	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	RESC_REM			X	Remarks	Additional remarks as required	34	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Consolidation	DEPRECATED	-	141,00	RESC	FILE_FSET			X	Associated file reference	FS10	35	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	LOCA_ID	*		ID	Location identifier	BH01	1	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	SAMP_TOP	*	m	2DP	Depth to top of sample	10.12	2	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	SAMP_REF	*		X	Sample reference	10WaxA	3	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	SAMP_TYPE	*		PA	Sample type	U	4	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	SAMP_ID	*		ID	Sample unique identifier	12345	5	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	SPEC_REF	*		X	Specimen reference	DSS01	6	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	10.15	7	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_TESN	*		X	Test / Stage Number	2	8	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_MNUM	*		X	Measurement Number	3	9	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_CNDS			PA	Test Conditions	DRAINED	10	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_SDIA		mm	2DP	Specimen Diameter	22.15	11	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_HIGH		mm	2DP	Specimen Height	44.32	12	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_CELL		kPa	1DP	Cell Pressure	350.5	13	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_BP		kPa	1DP	Back Pressure	779.4	14	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_AXL		kPa	1DP	Axial Stress	523.2	15	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_BPWP		kPa	1DP	Base Pore Water Pressure	692.3	16	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_MPWP		kPa	1DP	Mid-height Pore Water Pressure	692.2	17	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_PPR			2DP	Pore Pressure Ratio	0.07	18	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_PWPM		kPa	1DP	Maximum Excess Pore Water Pressure	100.1	19	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_EAS		%	3DP	External Axial Strain	0.002	20	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_VOL		%	3DP	Volumetric Strain	0.002	21	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_DEV		kPa	1DP	Principal Stress Difference	150.2	22	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_MEES		kPa	1DP	Mean Effective Stress	510.3	23	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_MIPS		kPa	1DP	Minor Principal Stress (sigma 3)	560.4	24	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_MAPS		kPa	1DP	Major Principal Stress (sigma 1)	720.5	25	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_AVSS		%	3DP	Average Shear Strain	5.234	26	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_SM		MPa	2DP	Shear Modulus	56.23	27	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_DMP		%	2DP	Damping	10.56	28	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	RESD_REM			X	Remarks	Additional remarks as required	29	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Data	DEPRECATED	RESP	142,00	RESD	FILE_FSET			X	Associated file reference	FS10	30	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	LOCA_ID	*		ID	Location identifier	BH01	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SAMP_TOP	*	m	2DP	Depth to top of sample	10.00	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SAMP_REF	*		X	Sample reference	10WaxA	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SAMP_ID	*		ID	Sample unique identifier	12345	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SPEC_REF	*		X	Specimen reference	DSS01	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	10.15	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_COND			PA	Sample condition	UNDISTURBED	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_CONS			X	Specific condition statements	At natural moisture content	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_DRAG			X	Type of Drainage	One end only	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_ORNT			PA	Orientation of Specimen	Vertical	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_SDIA		mm	2DP	Initial specimen diameter	22.15	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_HIGT		mm	2DP	Initial specimen Height	25.15	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_MCI		%	X	Initial Water/moisture Content	10.5	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_MCF		%	X	Final Water/moisture Content	10.4	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_BDEN		Mg/m3	2DP	Initial Bulk Density	2.12	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_DDEN		Mg/m3	2DP	Initial Dry Density	2.05	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_MIDD		Mg/m3	2DP	Minimum dry density for sand	1.17	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_MADD		Mg/m3	2DP	Maximum dry density for sand	1.86	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_IRDI		%	1DP	Initial relative density index	80.1	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_IVR			3DP	Initial void ratio	0.995	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_ISAT		%	0DP	Initial degree of saturation	97	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_PDEN		Mg/m3	XN	Particle density with prefix # if value assumed	#2.65	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_DAMP			X	Damping measurement method	Steady state/ free vibration	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_DEV			X	Deviation from the specified procedure	Explanation of any deviation	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_REM			X	Remarks	Additional remarks as required	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_METH			X	Test method	ASTM D4015-21	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	RESG_CRED			X	Accrediting body and reference number ({when appropriate)	UKAS 0000	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	TEST_STAT			X	Test Status	Draft	33	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - General	New	RESC+RESD+RESS	143,00	RESG	FILE_FSET			X	Associated file reference	FS10	34	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	LOCA_ID	*		ID	Location identifier	BH01	1	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	SAMP_TOP	*	m	2DP	Depth to top of sample	10.00	2	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	SAMP_REF	*		X	Sample reference	10WaxA	3	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	SAMP_TYPE	*		PA	Sample type	U	4	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	SAMP_ID	*		ID	Sample unique identifier	12345	5	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	SPEC_REF	*		X	Specimen reference	DSS01	6	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	10.15	7	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESD_TESN	*		X	Test / Stage Number	2	8	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESD_MNUM	*		X	Measurement Number	3	9	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_CTYP			X	Type of Consolidation	Isotropic	10	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_CSTG			0DP	Consolidation Stage	3	11	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_CELL		kPa	1DP	Isotropic/Anisotropic Consolidation Cell Pressure	600.5	12	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_BACK		kPa	1DP	Isotropic/Anisotropic Consolidation Back Pressure	530.5	13	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_ERSC		kPa	1DP	Effective Radial Stress During Consolidation	40.4	14	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_EASC		kPa	1DP	Effective Axial Stress During Consolidation	32.3	15	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_DEV		kPa	1DP	Deviator Stress at End of Isotropic/Anisotropic Consolidation	-8.5	16	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_VOLS		%	3DP	Change to Volumetric Strain During Isotropic/Anisotropic Consolidation	3.081	17	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_STRN		%	3DP	Axial Strain After Isotropic/Anisotropic Consolidation	9.212	18	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_SMOD		MPa	2DP	Shear Modulus G0	29.31	19	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_SSTR		kPa	1DP	Mean Effective Stress	200.1	20	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_DAMP		%	4DP	Damping Ratio	1.3581	21	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_SMRA			2DP	Normalised Shear Modulus by Maximum Shear Modulus	0.75	22	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_SR			2DP	Slippage Ratio	0.21	23	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	RESP_REM			X	Remarks	Additional remarks as required	24	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Derived Parameters	New	-	144,00	RESP	FILE_FSET			X	Associated file reference	FS10	25	RESD
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	LOCA_ID	*		ID	Location identifier	BH01	1	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	SAMP_TOP	*	m	2DP	Depth to top of sample	10.00	2	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	SAMP_REF	*		X	Sample reference	10WaxA	3	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	SAMP_TYPE	*		PA	Sample type	U	4	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	SAMP_ID	*		ID	Sample unique identifier	12345	5	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	SPEC_REF	*		X	Specimen reference	DSS01	6	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	10.15	7	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_TESN	*		X	Test / Stage Number	3	8	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_INC		kPa	1DP	Pressure increment	10.1	9	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_DIFF		kPa	1DP	Differential pressure used	20.2	10	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_CELL		kPa	1DP	Final cell pressure	200.5	11	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_BPWP		kPa	1DP	Final base porewater pressure	200.4	12	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_STRN		%	3DP	Final axial strain	1.256	13	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_MCF		%	X	Final water content	20	14	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_BDEN		Mg/m3	2DP	Final bulk density	1.79	15	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_DDEN		Mg/m3	2DP	Final dry density	1.66	16	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_FVR			3DP	Final voids ratio	0.976	17	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_FSAT		%	0DP	Final degree of saturation	100	18	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_B			2DP	Final B value	0.96	19	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	RESS_REM			X	Remarks	Additional remarks as required	20	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Resonant Column Test - Saturation	DEPRECATED	-	145,00	RESS	FILE_FSET			X	Associated file reference	FS10	21	RESG
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_PLS		MPa	2DP	Uncorrected point load (Is)	2.34	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_PLSI		MPa	2DP	Size corrected point load index (Is 50)	2.51	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_PLTF			PA	Point load test type	A+L	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_MC		%	1DP	Water content of point load test specimen	2.1	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_REM			X	Remarks	Saturated specimen	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_METH			X	Test method	ISRM: 2007 : Suggested method for determining point load strength. Int J Rock Mech Min Sci & Geomech Abstr, Vol 22, No 2, pp 51-60	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	TEST_STAT			X	Test status	Checked	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Point Load Testing	-	-	146,00	RPLT	RPLT_DEV			X	Deviation from the specified procedure	Explanation of any deviation	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_SCHV			0DP	Schmidt hardness value	12	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_AXIS			X	Orientation of the hammer axis in the test from horizontal (positive numbers downwards and negative numbers upward)	90	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_CLAM			X	Method of clamping specimen	V-block	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_REM			X	Remarks	Additional remarks as required	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_METH			X	Test method	ISRM: Suggested method for determination of Schmidt rebound hardness	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	TEST_STAT			X	Test status	Checked	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_DEV			X	Deviation from the specified procedure	Explanation of any deviation	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_STYP			PA	Specimen type	CORE	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_EXCV			PA	Method of excavation or block production	BORING	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_DIAM		mm	1DP	Specimen diameter	86.7	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_LEN		mm	1DP	Specimen length	235.3	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_WC		%	1DP	Water content of specimen, if measured	2.1	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_WCTX			X	Description of water content if not measured	DRY	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_HTYP			PA	Hammer type	L	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_ORN			X	Orientation of hammer axis with reference to intact rock anisotropy features (e.g. lamination, foliation, schistosity, lineation)	Perpendicular to lamination	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_MEAN			0DP	Schmidt hardness mean (normalized to horizontal impact direction)	12	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_MED			0DP	Schmidt hardness median (normalized to horizontal impact direction)	12	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_MODE			0DP	Schmidt hardness mode (normalized to horizontal impact direction)	12	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_RANG			0DP	Schmidt hardness range (normalized to horizontal impact direction)	3	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Schmidt Rebound Hardness Tests	-	-	147,00	RSCH	RSCH_NUM			X	Number of determinations if less than 20 and reason	12 determinations - 10 consecutive readings differing by less than 4.	33	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	RSHR_SHOR			1DP	Average Shore hardness value	29.7	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	RSHR_AXIS			X	Orientation of the test surface relative to bedding	Perpendicular	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	RSHR_NUM			0DP	Number of tests conducted	20	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	RSHR_REM			X	Remarks	Additional remarks as required	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	RSHR_METH			X	Test method	ISRM: Suggested method for determination of Shore Scleroscope hardness	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	RSHR_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	RSHR_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	TEST_STAT			X	Test status	Checked	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shore Scleroscope Hardness Tests	-	-	148,00	RSHR	RSHR_DEV			X	Deviation from the specified procedure	Explanation of any deviation	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_SDIA		mm	1DP	Specimen diameter	54.1	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_LEN		mm	1DP	Specimen thickness	27.2	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_MC		%	1DP	Water content of test specimen	3.7	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_COND			X	Condition of specimen as tested	Natural, saturated, dried at 105 DegC	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_DURN		mm:ss	T	Test duration	00:25	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_STRA		N/s	0DP	Stress rate	200	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_TENS		MPa	3SF	Tensile strength	50.1	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_MODE			PA	Mode of failure	Shear	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_MACH			X	Testing machine	Denison 7225	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_REM			X	Remarks	Thin card used between platens and test specimen	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_METH			X	Test method	ISRM: Suggested method for determination of indirect tensile strength by the Brazil test	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	TEST_STAT			X	Test status	Checked	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Tensile Strength Testing	-	-	149,00	RTEN	RTEN_DEV			X	Deviation from the specified procedure	Explanation of any deviation	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_SDIA		mm	1DP	Specimen diameter	86.7	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_LEN		mm	1DP	Specimen length	235.3	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_MC		%	1DP	Water content of specimen tested	3.7	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_COND			X	Condition of specimen as tested	Natural, saturated, dried at 105 DegC	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_DURN		mm:ss	T	Test duration	06:54	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_STRA		MPa/s	3DP	Stress rate	0.526	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_UCS		MPa	3SF	Uniaxial compressive strength	16.8	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_MODE			PA	Mode of failure	Shear	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_MACH			X	Type of testing machine	Denison 7225	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_REM			X	Remarks	Specimen tested outside required 2.5-3.0 diameter to length ratio	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_METH			X	Test method	ISRM: Suggested method for determination of Uniaxial Compressive Strength	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	TEST_STAT			X	Test status	Checked	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_DEV			X	Deviation from the specified procedure	Explanation of any deviation	26	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_ESEC		GPa	3SF	Young's modulus, secant	221	27	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_ETAN		GPa	3SF	Young's modulus, tangent	213	28	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_EAVG		GPa	3SF	Young's modulus, average (mean)	196	29	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_SSEC			X	Stress level at which secant Young's modulus has been measured	50% UCS	30	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_STAN			X	Stress level at which tangent Young's modulus has been measured	50% UCS	31	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_SAVG			X	Stress level at which average (mean) Young's modulus has been measured	0-50% UCS	32	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_MUS			3SF	Poisson's ratio, secant	0.310	33	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_MUT			3SF	Poisson's ratio, tangent	0.330	34	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Rock Uniaxial Compressive Strength and Deformability Tests	-	-	150,00	RUCS	RUCS_MUAV			3SF	Poisson's ratio, average (mean)	0.320	35	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SPEC_DESC			X	Specimen description	Brown sandstone	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	RWCO_MC		%	X	Water content	2.2	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	RWCO_TEMP		DegC	0DP	Temperature sample dried at	60	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	RWCO_REM			X	Remarks	Additional remarks as required	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	RWCO_METH			X	Test method	ISRM: Suggested method for determining water content	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	RWCO_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	RWCO_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	TEST_STAT			X	Test status	Checked	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS10	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Water Content of Rock Tests	-	-	151,00	RWCO	RWCO_DEV			X	Deviation from the specified procedure	Explanation of any deviation	19	SAMP
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_REF	*		X	Sample reference	24	3	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_TYPE	*		PA	Sample type	U	4	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_BASE		m	2DP	Depth to base of sample	25.00	6	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_DTIM		yyyy-mm-ddThh:mm	DT	Date and time sample taken	1991-03-26T09:28	7	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_UBLO			0DP	Number of blows required to drive sampler	35	8	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_CONT			X	Sample container	Metal UT100 tube	9	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_PREP			X	Details of sample preparation at time of sampling	Preservative added	10	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_SDIA		mm	0DP	Sample diameter	100	11	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_WDEP		m	2DP	Depth to water below ground surface at time of sampling	4.50	12	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_RECV		%	0DP	Percentage of sample recovered	60	13	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_TECH			X	Sampling technique/method	Purged	14	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_MATX			X	Sample matrix	Surface water	15	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_TYPC			X	Sample QA type (Normal, blank or spike)	Normal	16	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_WHO			X	Samplers initials or name	MS	17	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_WHY			X	Reason for sampling	Routine monitoring sample	18	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_REM			X	Sample remarks	Additional remarks as required	19	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_DESC			X	Sample/specimen description	Grey silty CLAY	20	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_DESD		yyyy-mm-dd	DT	Date sample described	2008-11-03	21	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_LOG			X	Person responsible for sample/specimen description	AN Other	22	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_COND			X	Condition and representativeness of sample	Sample softened, or fractured by drilling	23	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_CLSS			X	Sample classification as required by EN ISO 14688-1	5	24	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_BAR		bar	1DP	Barometric pressure at time of sampling	99.1	25	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_TEMP		DegC	0DP	Sample temperature at time of sampling	8	26	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_PRES		bar	1DP	Gas pressure (above barometric)	0.2	27	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_FLOW		l/min	1DP	Gas flow rate	0.2	28	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_ETIM		yyyy-mm-ddThh:mm	DT	Date and time sampling completed	1991-05-01T10:03	29	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_DURN		hh:mm:ss	T	Sampling duration	30:15:00	30	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_CAPT			X	Caption used to describe sample	TP1,2.50m,1,B,+TP1,3.50m,3,B	31	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_LINK			RL	Sample record link	MONG\|BH1\|Pipe1\|2.30	32	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	GEOL_STAT			X	Stratum reference shown on trial pit or traverse sketch	1	33	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	FILE_FSET			X	Associated file reference (e.g. sampling field sheets, sample description records)	FS67	34	LOCA
Samples, Amalgamated Specimens and Laboratory Test Scheduling	Sample Information	-	-	152,00	SAMP	SAMP_RECL		mm	0DP	Length of sample recovered	205	35	LOCA
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	LOCA_ID	*		ID	Location identifier	327-16A	1	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCPG_TESN	*		X	Test reference or push number	3	2	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_DPTH	*	m	2DP	Depth of dissipation test	5.20	3	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_PWPI		MPa	3DP	Measured or assumed initial pore water pressure	0.400	4	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_PWPE		MPa	3DP	Measured or assumed equilibrium pore water pressure	0.035	5	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_DDIS		%	0DP	Degree of dissipation for analysis	50	6	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_T		s	1DP	Time to achieve degree of dissipation stated in SCDG_DDIS	258.5	7	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_CV		m2/yr	2SCI	Coefficient of consolidation (vertical)	1.33E1	8	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_CVMT			X	Method(s) used to determine vertical coefficient of consolidation	C_h x 5	9	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_CH		m2/yr	2SCI	Coefficient of consolidation (horizontal)	8.64E-6	10	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_CHMT			X	Method(s) used to determine horizontal coefficient of consolidation	Houlsby and Teh	11	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_REM			X	Remarks	Additional remarks as required	12	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	TEST_STAT			X	Test status	Checked	13	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS19	14	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - General	DEPRECATED	SCDT	153,00	SCDG	SCDG_OPER			X	Name of test operator	Bill Mallard	15	SCPG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	LOCA_ID	*		ID	Location identifier	327-16A	1	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	SCPG_TESN	*		X	Test reference or push number	3	2	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	SCDG_DPTH	*	m	2DP	Depth of dissipation test	5.20	3	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	SCDT_SECS	*	s	1DP	Seconds elapsed since start of test	50.5	4	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	SCDT_RES		MPa	3DP	Cone resistance	0.801	5	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	SCDT_PWP1		MPa	4DP	Face porewater pressure (u1)	0.0814	6	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	SCDT_PWP2		MPa	4DP	Shoulder porewater pressure (u2)	0.0814	7	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	SCDT_PWP3		MPa	4DP	Top of sleeve porewater pressure (u3)	0.0814	8	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	SCDT_REM			X	Comments	Additional remarks as required	9	SCDG
Geotechnical in situ Testing	Static Cone Dissipation Tests - Data	DEPRECATED	-	154,00	SCDT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS19	10	SCDG
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_TESN	*		X	Test reference or push number	3	2	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_TYPE			PA	Cone test type	PC	3	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_REF			X	Cone reference	S15.CFIP.A27	4	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_CSA		cm2	0DP	Surface area of cone tip	15	5	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_RATE		mm/s	0DP	Nominal rate of penetration of the cone	20	6	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_FILT			X	Type of filter material used	HDPE	7	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_FRIC			YN	Friction reducer used	Y	8	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_WAT		m	2DP	Groundwater level at time of test	3.50	9	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_WATA			X	Origin of water level in SCPG_WAT	Assumed from measurements in nearby boreholes	10	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_REM			X	Comments on testing and basis of any interpreted parameters included in SCPT and SCPP	Additional remarks as required	11	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_ENV			X	Details of weather and environmental conditions during test	Sunny	12	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_CONT			X	Subcontractors name	An Contractor Ltd	13	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_METH			X	Standard followed for testing	NEN 5140	14	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_CAR			3DP	Cone area ratio used to calculate qt	0.810	16	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_SLAR			3DP	Sleeve area ratio used to calculate ft	1.001	17	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	FILE_FSET			X	Associated file reference (e.g. cone calibration records)	FS18	18	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - General	DEPRECATED	SCPT+SCPP	155,00	SCPG	SCPG_OPER			X	Name of test operator	Bill Mallard	19	LOCA
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	LOCA_ID	*		ID	Location identifier	327-16A	1	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPG_TESN	*		X	Test reference or push number	3	2	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_TOP	*	m	2DP	Depth to top of layer	5.20	3	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_BASE	*	m	2DP	Depth to base of layer	5.30	4	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_REF	*		X	Interpretation reference	ACME CPT Testing Ltd	5	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_REM			X	Remarks	Additional remarks as required	6	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_CSBT			X	Interpreted Soil Type	3 - Clays	7	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_CSU		kPa	1DP	Undrained Shear Strength (Su); fine soils only	50.2	8	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_CRD		%	1DP	Relative density (Dr); coarse soils only	90.1	9	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_CPHI		deg	1DP	Internal Friction Angle; coarse soils only	42.7	10	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_CIC			1DP	Soil Behaviour Type Index (Ic)	1.5	11	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	SCPP_CSPT			0DP	Equivalent SPT N60 value	32	12	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Derived Parameters	DEPRECATED	-	156,00	SCPP	FILE_FSET			X	Associated file reference	FS18	13	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	LOCA_ID	*		ID	Location identifier	327-16A	1	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPG_TESN	*		X	Test reference or push number	3	2	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_DPTH	*	m	2DP	Depth of result	7.12	3	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_RES		MPa	3DP	Cone resistance (qc)	18.065	4	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_FRES		MPa	4DP	Local unit side friction resistance (fs)	0.0968	5	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_PWP1		MPa	4DP	Face porewater pressure (u1)	0.0118	6	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_PWP2		MPa	4DP	Shoulder porewater pressure (u2)	0.0118	7	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_PWP3		MPa	4DP	Top of sleeve porewater pressure (u3)	0.0118	8	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_CON		uS/cm	4DP	Conductivity	1.1111	9	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_TEMP		DegC	4DP	Temperature	8.4000	10	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_PH			4DP	pH reading	6.9000	11	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_SLP1		deg	4DP	Slope indicator no. 1	1.7136	12	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_SLP2		deg	4DP	Slope indicator no. 2	1.1111	13	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_REDX		mV	4DP	Redox potential reading	1.1111	14	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_MAGT		nT	4DP	Magnetic flux - Total (calculated)	1.1111	15	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_MAGX		nT	4DP	Magnetic flux - X	1.1111	16	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_MAGY		nT	4DP	Magnetic flux - Y	1.1111	17	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_MAGZ		nT	4DP	Magnetic flux - Z	1.1111	18	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_SMP		%	4DP	Soil moisture	1.1111	19	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_NGAM		counts/s	4DP	Natural gamma radiation	1.1111	20	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_REM			X	Remarks	Additional remarks as required	21	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_FRR		%	2DP	Friction ratio (Rf)	0.54	22	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_QT		MPa	4DP	Corrected cone resistance (qt) piezocone only	18.0668	23	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_FT		MPa	4DP	Corrected sleeve resistance (ft) piezocone only	0.1235	24	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_QE		MPa	4DP	Effective cone resistance (qe) piezocone only	18.0532	25	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_BDEN		Mg/m3	2DP	Bulk density of material (measured or assumed)	2.21	26	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_CPO		kPa	2DP	Total vertical stress (based on SCPT_BDEN)	210.46	27	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_CPOD		kPa	2DP	Effective vertical stress (calculated from SCPT_CPO and SCPT_ISPP or SCPG_WAT)	107.56	28	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_QNET		MPa	4DP	Net cone resistance (qn)	17.8563	29	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_FRRC		%	2DP	Corrected friction ratio (Rf') piezocone only	2.76	30	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_EXPP		MPa	4DP	Excess pore pressure (u-uo) piezocone only	-0.0911	31	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_BQ			4DP	Pore pressure ratio (Bq) piezocone only	-0.0051	32	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_ISPP		MPa	4DP	In situ pore pressure (uo) (measured or assumed where not simple hydrostatic based on SCPG_WAT)	0.2000	33	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_NQT			4DP	Normalised cone resistance (Qt)	166.0125	34	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	SCPT_NFR		%	4DP	Normalised friction ratio (Fr)	0.5423	35	SCPG
Geotechnical in situ Testing	Static Cone Penetration Tests - Data	DEPRECATED	-	157,00	SCPT	FILE_FSET			X	Associated file reference (e.g. raw field data)	FS18	36	SCPG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_TYPE			PA	Test type	SMALL SBOX	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_COND			PA	Sample condition	UNDISTURBED	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_CONS			X	Specific condition statements	Recompacted to specified density	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_PCOH		kPa	2SF	Peak cohesion intercept	5.1	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_PHI		deg	1DP	Peak angle of friction	26.5	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_RCOH		kPa	2SF	Residual cohesion intercept	1.3	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_RPHI		deg	1DP	Residual angle of friction	13.0	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_ENCA			X	Method of encapsulation of specimens tested	Resin	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	c' and phi' derived by linear regression, c' assumed zero etc	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_METH			X	Test method	BS EN ISO 17892-10:2018	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	TEST_STAT			X	Test status	Checked	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS18	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	24	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - General	-	SHBT	158,00	SHBG	SHBG_DEV			X	Deviation from the specified procedure	Explanation of any deviation	25	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	LOCA_ID	*		ID	Location identifier	327-16A	1	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SAMP_REF	*		X	Sample reference	24	3	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SAMP_TYPE	*		PA	Sample type	U	4	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SPEC_REF	*		X	Specimen reference	1a	6	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_TESN	*		X	Shear box stage/specimen reference	1	8	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_BDEN		Mg/m3	2DP	Initial bulk density	1.96	9	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_DDEN		Mg/m3	2DP	Initial dry density	1.63	10	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_NORM		kPa	0DP	Normal stress applied	100	11	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_DISP		mm/min	2SF	Displacement rate for peak stress stage	0.024	12	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_DISR		mm/min	2SF	Displacement rate for residual stress stage	0.12	13	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_REVS			0DP	Number of traverses if residual test	3	14	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_PEAK		kPa	1DP	Peak shear stress	65.5	15	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_RES		kPa	1DP	Residual shear stress	47.2	16	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_PDIS		mm	2DP	Horizontal displacement at peak shear stress	2.35	17	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_RDIS		mm	2DP	Horizontal displacement at residual shear stress	12.41	18	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_PDIN		mm	2DP	Vertical displacement at peak shear stress	1.24	19	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_RDIN		mm	2DP	Vertical displacement at residual shear stress	-4.23	20	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_PDEN		Mg/m3	XN	Particle density with prefix # if value assumed	#2.65	21	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_IVR			3DP	Initial voids ratio	0.526	22	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_MCI		%	X	Initial water/moisture content	20	23	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_MCF		%	X	Final water/moisture content	18	24	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_DIA1		mm	2DP	Specimen diameter in direction of shear (rock joints)	85.21	25	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_DIA2		mm	2DP	Specimen diameter perpendicular to shear (rock joints)	89.34	26	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_HGT		mm	2DP	Specimen height	80.02	27	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_CRIT			X	Failure/residual strength criterion used	Stress ratio	28	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_REM			X	Remarks	Reached end of travel	29	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS18	30	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_PVST		kPa	0DP	Normal (vertical) stress at peak shear stress	100	31	SHBG
Geotechnical Laboratory Testing (Soils and Rocks)	Shear Box Testing - Data	-	-	159,00	SHBT	SHBT_RVST		kPa	0DP	Normal (vertical) stress at residual shear stress	125	32	SHBG
Project / Data Transmission Details	Standards / Specifications	-	-	160,00	STND	STND_REF	*		X	Reference of standard	BS EN ISO 14688-1:2018	1	-
Project / Data Transmission Details	Standards / Specifications	-	-	160,00	STND	STND_TTLE			X	Document Title	Geotechnical investigation and testing - Identification and classification of soil - Part 1: Identification and description	2	-
Project / Data Transmission Details	Standards / Specifications	-	-	160,00	STND	STND_SCPE			X	Scope of data collected to this standard	Soil descriptions; field logging and laboratory test specimens	3	-
Project / Data Transmission Details	Standards / Specifications	-	-	160,00	STND	STND_REM			X	Comments	Additional remarks as required	4	-
Project / Data Transmission Details	Standards / Specifications	-	-	160,00	STND	FILE_FSET			X	Associated file reference (e.g. contract specific specifications)	FS1	5	-
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_DIAM		mm	2DP	Specimen diameter	100.25	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_LEN		mm	2DP	Specimen length	99.65	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_COND			PA	Sample condition	UNDISTURBED	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_BDEN		Mg/m3	2DP	Initial bulk density	1.96	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_DDEN		Mg/m3	2DP	Initial dry density	1.63	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_MC		%	2SF	Initial water/moisture content	20	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_VAL		kPa	0DP	Suction value	50	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_REM			X	Remarks	Additional remarks as required	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_METH			X	Test method	BRE IP4/93, suction probe in triaxial	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	TEST_STAT			X	Test status	Checked	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS98	22	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	23	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Suction Tests	-	-	161,00	SUCT	SUCT_DEV			X	Deviation from the specified procedure	Explanation of any deviation	24	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SAMP_REF	*		X	Sample reference	24	3	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TNPC_TESN			X	Test reference	1	10	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TNPC_DRY			X	10% fines values on dry aggregate	75	11	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TNPC_WET			X	10% fines values on wet aggregate	60	12	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TNPC_REM			X	Remarks	Additional remarks as required	13	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TNPC_METH			X	Test method	BS 812-111:1990	14	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TNPC_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	15	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TNPC_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	16	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TEST_STAT			X	Test status	Checked	17	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS19	18	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	19	SAMP
Materials Laboratory Testing (Aggregates)	Ten Per Cent Fines	-	-	162,00	TNPC	TNPC_DEV			X	Deviation from the specified procedure	Explanation of any deviation	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_TYPE			PA	Test type	CU	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_COND			PA	Sample condition	UNDISTURBED	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_COH		kPa	0DP	Cohesion intercept associated with TREG_PHI	4	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_PHI		deg	1DP	Angle of friction for effective shear strength triaxial test	32.0	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_FCR			X	Failure criterion	Maximum deviator stress	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Peak stress ratio, side drains fitted	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_METH			X	Test method	BS 1377-2:2022, Clause 29	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TEST_STAT			X	Test status	Checked	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS7	20	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	21	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - General	-	TRET	163,00	TREG	TREG_DEV			X	Any deviation from the procedure or specified test conditions	Explanation of any deviation	22	SAMP
Locations and Exploratory Hole Construction Details	Location Specific Time Related Remarks	-	-	164,00	TREM	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Location Specific Time Related Remarks	-	-	164,00	TREM	TREM_DTIM	*	yyyy-mm-ddThh:mm	DT	Date and time of remark or start of event	2001-05-16T12:00	2	LOCA
Locations and Exploratory Hole Construction Details	Location Specific Time Related Remarks	-	-	164,00	TREM	TREM_COMP			X	Component or sub-activity	Slab G12	3	LOCA
Locations and Exploratory Hole Construction Details	Location Specific Time Related Remarks	-	-	164,00	TREM	TREM_REM			X	Time related remark	Completion of concrete pour	4	LOCA
Locations and Exploratory Hole Construction Details	Location Specific Time Related Remarks	-	-	164,00	TREM	TREM_DURN		hh:mm:ss	T	Duration of event or activity	01:25:00	5	LOCA
Locations and Exploratory Hole Construction Details	Location Specific Time Related Remarks	-	-	164,00	TREM	TREM_ETIM		yyyy-mm-ddThh:mm	DT	Date and time of end of event	2001-05-16T12:30	6	LOCA
Locations and Exploratory Hole Construction Details	Location Specific Time Related Remarks	-	-	164,00	TREM	FILE_FSET			X	Associated file reference (e.g. site journal records)	FS28	7	LOCA
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	LOCA_ID	*		ID	Location identifier	327-16A	1	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	SAMP_REF	*		X	Sample reference	24	3	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	SAMP_TYPE	*		PA	Sample type	U	4	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	SPEC_REF	*		X	Specimen reference	1a	6	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_TESN	*		X	Triaxial test/stage number	1	8	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_SDIA		mm	2DP	Specimen diameter	38.25	9	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_LEN		mm	2DP	Specimen length	76.50	10	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_IMC		%	X	Specimen initial water/moisture content	15.5	11	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_FMC		%	X	Specimen final water/moisture content	14.9	12	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_BDEN		Mg/m3	2DP	Initial bulk density	2.12	13	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_DDEN		Mg/m3	2DP	Initial dry density	1.84	14	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_SAT			X	Method of saturation	Back pressure, cell pressure, none	15	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_CONS			X	Details of consolidation stage	Drainage to both ends with radial boundary	16	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_CONP		kPa	0DP	Effective stress at end of consolidation/ start of shear stage	100	17	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_CELL		kPa	0DP	Total cell pressure during shearing stage	400	18	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_PWPI		kPa	0DP	Porewater pressure at start of shear stage	50	19	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_STRR		%/hr	1DP	Rate of axial strain during shear	1.5	20	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_STRN		%	1DP	Axial strain at failure	9.0	21	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_DEVF		kPa	0DP	Deviator stress at failure	360	22	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_PWPF		kPa	0DP	Porewater pressure at failure	60	23	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_STV		%	2DP	Volumetric strain at failure (drained only)	2.56	24	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_MODE			PA	Mode of failure	Brittle	25	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_REM			X	Comments	Additional remarks as required	26	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS7	27	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_BACK		kPa	0DP	Final back pressure applied prior to shearing	300	28	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_VERT		%	1DP	Vertical strain at end of consolidation	1.3	29	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_VOLM		%	1DP	Volumetric strain at end of consolidation	1.2	30	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_RATE		%/hr	1DP	Rate of volumetric strain immediately prior to shearing	0.3	31	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_BVAL			2DP	Final B-value prior to shearing	0.95	32	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_DRN			X	Type of drainage conditions during shear	Radial	33	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_MEMB		kPa	0DP	Membrane corrections applied at failure	2	34	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_FILC		kPa	0DP	Filter paper corrections applied at failure	1	35	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_IVR			3DP	Initial voids ratio	0.796	36	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_SATR		%	0DP	Saturation percentage	100	37	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_CVP		kPa	0DP	Effective vertical pressure at end of consolidation	200	38	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_CRP		kPa	0DP	Effective radial pressure at end of consolidation	100	39	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_MEAN		kPa	0DP	Peak mean effective stress during shear	133	40	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_CU		kPa	0DP	Undrained shear strength at failure	150	41	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_EP50		%	2DP	Strain at 50 % peak deviator stress	3.22	42	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Effective Stress - Data	-	-	165,00	TRET	TRET_E50		MPa	2DP	Secant modulus at 50 % peak deviator stress	75.50	43	TREG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	LOCA_ID	*		ID	Location identifier	327-16A	1	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SAMP_REF	*		X	Sample reference	24	3	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SAMP_TYPE	*		PA	Sample type	U	4	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SPEC_REF	*		X	Specimen reference	1a	6	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SPEC_DESC			X	Specimen description	Grey slightly gravelly clay	8	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SPEC_PREP			X	Details of specimen preparation including time between preparation and testing	Prepared according to client instructions	9	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	TRIG_TYPE			PA	Test type	UU	10	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	TRIG_COND			PA	Sample condition	UNDISTURBED	11	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	TRIG_REM			X	Remarks including commentary on effect of specimen disturbance on test result	Additional remarks as required	12	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	TRIG_METH			X	Test method	BS EN ISO 17892-8:2018	13	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	TRIG_LAB			X	Name of testing laboratory/organization	ACME Laboratories plc	14	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	TRIG_CRED			X	Accrediting body and reference number (when appropriate)	UKAS 0000	15	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	TEST_STAT			X	Test status	Checked	16	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS7	17	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	SPEC_BASE		m	2DP	Depth to base of specimen	24.65	18	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - General	-	TRIT	166,00	TRIG	TRIG_DEV			X	Deviation from the specified procedure	Explanation of any deviation	19	SAMP
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	LOCA_ID	*		ID	Location identifier	327-16A	1	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	SAMP_TOP	*	m	2DP	Depth to top of sample	24.55	2	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	SAMP_REF	*		X	Sample reference	24	3	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	SAMP_TYPE	*		PA	Sample type	U	4	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	SAMP_ID	*		ID	Sample unique identifier	ABC121415010	5	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	SPEC_REF	*		X	Specimen reference	1a	6	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	SPEC_DPTH	*	m	2DP	Depth to top of test specimen	24.55	7	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_TESN	*		X	Triaxial test/stage reference	1	8	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_SDIA		mm	2DP	Specimen diameter	38.25	9	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_SLEN		mm	2DP	Specimen length	76.45	10	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_IMC		%	X	Specimen initial water/moisture content	15.7	11	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_FMC		%	X	Specimen final water/moisture content	14.9	12	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_CELL		kPa	0DP	Total cell pressure	100	13	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_DEVF		kPa	0DP	Corrected deviator stress at failure	360	14	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_BDEN		Mg/m3	2DP	Initial bulk density	2.12	15	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_DDEN		Mg/m3	2DP	Initial dry density	1.84	16	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_STRN		%	2SF	Axial strain at failure	9.5	17	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_CU		kPa	0DP	Undrained Shear Strength at failure	180	18	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_MODE			PA	Mode of failure	Brittle	19	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_REM			X	Comments	Additional remarks as required	20	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS7	21	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_FZWC		%	X	Failure zone water content, if measured	14.7	22	TRIG
Geotechnical Laboratory Testing (Soils and Rocks)	Triaxial Tests - Total Stress - Data	-	-	167,00	TRIT	TRIT_RATE		%/min	2SF	Mean rate of shear	1.5	23	TRIG
Locations and Exploratory Hole Construction Details	Water Added Records	-	-	168,00	WADD	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Water Added Records	-	-	168,00	WADD	WADD_TOP	*	m	2DP	Depth to top of reported section	10.50	2	LOCA
Locations and Exploratory Hole Construction Details	Water Added Records	-	-	168,00	WADD	WADD_BASE	*	m	2DP	Depth to base of reported section	20.50	3	LOCA
Locations and Exploratory Hole Construction Details	Water Added Records	-	-	168,00	WADD	WADD_VOLM		l	0DP	Amount of water added	10	4	LOCA
Locations and Exploratory Hole Construction Details	Water Added Records	-	-	168,00	WADD	WADD_METH			X	Boring/drilling method associated with addition of water (HDPH_TYPE abbreviation)	CP	5	LOCA
Locations and Exploratory Hole Construction Details	Water Added Records	-	-	168,00	WADD	WADD_REM			X	Remarks related to addition of water requirements, method	Additional remarks as required	6	LOCA
Locations and Exploratory Hole Construction Details	Water Added Records	-	-	168,00	WADD	FILE_FSET			X	Associated file reference (e.g. drilling journal)	FS20	7	LOCA
Geological Descriptions and Information	Weathering	-	-	169,00	WETH	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geological Descriptions and Information	Weathering	-	-	169,00	WETH	WETH_TOP	*	m	2DP	Depth to top of weathering subdivision	3.50	2	LOCA
Geological Descriptions and Information	Weathering	-	-	169,00	WETH	WETH_BASE	*	m	2DP	Depth to base of weathering subdivision	3.95	3	LOCA
Geological Descriptions and Information	Weathering	-	-	169,00	WETH	WETH_SCH			PA	Weathering scheme	BS 5930	4	LOCA
Geological Descriptions and Information	Weathering	-	-	169,00	WETH	WETH_SYS			PA	Material or mass weathering system	MASS CLASS	5	LOCA
Geological Descriptions and Information	Weathering	-	-	169,00	WETH	WETH_WETH			X	Weathering classifier for WETH_SCH and WETH_SYS	B	6	LOCA
Geological Descriptions and Information	Weathering	-	-	169,00	WETH	WETH_REM			X	Remarks	Additional remarks as required	7	LOCA
Geological Descriptions and Information	Weathering	-	-	169,00	WETH	FILE_FSET			X	Associated file reference (e.g. logging sheets)	FS4	8	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_ID	*		X	Test reference	327-16A -Pass01	2	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_TOOL	*		PA	Tool used	TGRA	3	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_DATE		yyyy-mm-dd	DT	Test date	1999-07-02	4	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_STRT		m	2DP	Test start depth	14.10	5	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_STOP		m	2DP	Test stop depth	24.56	6	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_BHD		m	2DP	Depth of borehole	25.85	7	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_WAT		m	XN	Depth of water in borehole	4.36	8	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_DETL			X	Details of instrument	A1 meter	9	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_CDIA			X	Casing internal diameter as reported by drillers	From 0 to 10m : 200mm - From 0 to 30m: 90mm	12	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_REM			X	Remarks	Additional remarks as required	13	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_ENV			X	Details of weather and environmental conditions during test	Sunny	14	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_METH			X	Measurement method	In-house method	15	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_CONT			X	Contractor who undertook testing	ACME Instruments Ltd	16	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_CRED			X	Accrediting body and reference number (Where appropriate)	UKAS 0000	17	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_STAT			X	Test status	Checked	18	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	FILE_FSET			X	Associated file reference (e.g. equipment calibrations)	FS01	19	LOCA
Geophysics Downhole	Wireline Geophysics - General	New	WGPT	170,00	WGPG	WGPG_OPER			X	Name of test operator	Bill Mallard	20	LOCA
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	LOCA_ID	*		ID	Location identifier	327-16A	1	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	WGPG_ID	*		X	Test reference	327-16A -Pass01	2	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	WGPG_TOOL	*		PA	Tool used	OBI	3	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	WGPT_PARA	*		PA	Parameter recorded by tool WGPG_TOOL	OBI-EAST	4	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	WGPT_UNIT	*R		PU	Test result units	m	5	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	WGPT_DPTH	*	m	2DP	Depth of reading	10.45	6	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	WGPT_RDNG			U	Reading	123.321, 2000 or 0.0023	7	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	WGPT_CAS			PA	Borehole casing details at depth of reading	OH	8	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	WGPT_REM			X	Remarks	Additional remarks as required	9	WGPG
Geophysics Downhole	Wireline Geophysics - Readings	New	-	171,00	WGPT	FILE_FSET			X	Associated file reference	FS01	10	WGPG
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	WINS_TESN	*		X	Sampler run reference	2	2	LOCA
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	WINS_TOP	*	m	2DP	Top of sampling run	17.20	3	LOCA
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	WINS_BASE	*	m	2DP	Base of sampling run	20.00	4	LOCA
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	WINS_DIAM		mm	0DP	Internal diameter of sampler	97	5	LOCA
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	WINS_DURN		hh:mm:ss	T	Duration of sampling run	00:30:00	6	LOCA
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	WINS_REC		%	0DP	Sample recovery	50	7	LOCA
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	WINS_REM			X	Remarks about sampling run	Additional remarks as required	8	LOCA
Locations and Exploratory Hole Construction Details	Window or Windowless Sampling Run Details	-	-	172,00	WINS	FILE_FSET			X	Associated file reference (e.g. field records)	FS28	9	LOCA
Locations and Exploratory Hole Construction Details	Water Strike - Details	-	-	173,00	WSTD	LOCA_ID	*		ID	Location identifier	327-16A	1	WSTG
Locations and Exploratory Hole Construction Details	Water Strike - Details	-	-	173,00	WSTD	WSTG_DPTH	*	m	2DP	Depth to water strike	17.20	2	WSTG
Locations and Exploratory Hole Construction Details	Water Strike - Details	-	-	173,00	WSTD	WSTD_NMIN	*	min	0DP	Minutes after strike	20	3	WSTG
Locations and Exploratory Hole Construction Details	Water Strike - Details	-	-	173,00	WSTD	WSTD_POST		m	2DP	Depth to water after WSTD_NMIN minutes	10.23	4	WSTG
Locations and Exploratory Hole Construction Details	Water Strike - Details	-	-	173,00	WSTD	WSTD_REM			X	Remarks	Additional remarks as required	5	WSTG
Locations and Exploratory Hole Construction Details	Water Strike - Details	-	-	173,00	WSTD	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS28	6	WSTG
Locations and Exploratory Hole Construction Details	Water Strike - General	-	WSTD	174,00	WSTG	LOCA_ID	*		ID	Location identifier	327-16A	1	LOCA
Locations and Exploratory Hole Construction Details	Water Strike - General	-	WSTD	174,00	WSTG	WSTG_DPTH	*	m	2DP	Depth to water strike	17.20	2	LOCA
Locations and Exploratory Hole Construction Details	Water Strike - General	-	WSTD	174,00	WSTG	WSTG_DTIM		yyyy-mm-ddThh:mm	DT	Date and time of water strike	1991-03-19T16:40	3	LOCA
Locations and Exploratory Hole Construction Details	Water Strike - General	-	WSTD	174,00	WSTG	WSTG_SEAL		m	2DP	Depth at which water strike sealed by casing	19.10	4	LOCA
Locations and Exploratory Hole Construction Details	Water Strike - General	-	WSTD	174,00	WSTG	WSTG_CAS		m	2DP	Casing depth at time of water strike	15.70	5	LOCA
Locations and Exploratory Hole Construction Details	Water Strike - General	-	WSTD	174,00	WSTG	WSTG_REM			X	Remarks	Steady flow of water into hole	6	LOCA
Locations and Exploratory Hole Construction Details	Water Strike - General	-	WSTD	174,00	WSTG	FILE_FSET			X	Associated file reference (e.g. test result sheets)	FS28	7	LOCA