| LOCA_ID |  | ID | 327-16A | Location identifier | 
|---|
| SAMP_TOP | m | 2DP | 24.55 | Depth to top of sample | 
|---|
| SAMP_REF |  | X | 24 | Sample reference | 
|---|
| SAMP_TYPE |  | PA | U | Sample type | 
|---|
| SAMP_ID |  | ID | ABC121415010 | Sample unique global identifier | 
|---|
| SPEC_REF |  | X | 1a | Specimen reference | 
|---|
| SPEC_DPTH | m | 2DP | 24.55 | Depth to top of test specimen | 
|---|
| SPEC_DESC |  | X | Grey slightly gravelly clay | Specimen description | 
|---|
| SPEC_PREP |  | X | Prepared according to client instructions | Details of specimen preparation including time between preparation and testing | 
|---|
| GRAG_UC |  | 1SF | 10 | Uniformity coefficient D60/D10 | 
|---|
| GRAG_VCRE | % | 1DP | 0 | Percentage of material tested greater than 63mm (cobbles) | 
|---|
| GRAG_GRAV | % | 1DP | 30.1 | Percentage of material tested in range 63mm to 2mm (gravel) | 
|---|
| GRAG_SAND | % | 1DP | 40.4 | Percentage of material tested in range 2mm to 63um (sand) | 
|---|
| GRAG_SILT | % | 1DP | 14.5 | Percentage of material tested in range 63um to 2um (silt) | 
|---|
| GRAG_CLAY | % | 1DP | 15 | Percentage of material tested less than 2um (clay) | 
|---|
| GRAG_FINE | % | 1DP | 29.5 | Percentage less than 63um | 
|---|
| GRAG_REM |  | X |  | Remarks including commentary on effect of specimen disturbance on test result | 
|---|
| GRAG_METH |  | X | BS1377 | Test method | 
|---|
| GRAG_LAB |  | X | ACME Laboratories plc | Name of testing laboratory/organisation | 
|---|
| GRAG_CRED |  | X | UKAS 0000 | Accrediting body and reference number (when appropriate) | 
|---|
| TEST_STAT |  | X | Checked | Test status | 
|---|
| FILE_FSET |  | X | F21 | Associated file reference (eg equipment calibrations) | 
|---|