| 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 | 
|---|
| FRST_COND |  | PA | Recompaction | Sample condition | 
|---|
| FRST_DDEN | Mg/m3 | 2DP | 1.96 | Dry density of specimens after preparation | 
|---|
| FRST_MC | % | MC | 24 | Moisture content of specimens at preparation | 
|---|
| FRST_HVE1 | mm | 1DP | 3 | Frost heave, first specimen | 
|---|
| FRST_HVE2 | mm | 1DP | 4.5 | Frost heave, second specimen | 
|---|
| FRST_HVE3 | mm | 1DP | 3.5 | Frost heave, third specimen | 
|---|
| FRST_HVE | mm | 1DP | 3.6 | Mean heave of 3 specimens | 
|---|
| FRST_STAB | % | 2SF | 23 | Amount of stabiliser added | 
|---|
| FRST_STYP |  | X | Cement | Type of stabiliser added | 
|---|
| FRST_REM |  | X |  | Notes on frost susceptibility testing as per TRRL SR 829 | 
|---|
| FRST_METH |  | X | BS EN 1997-2 | Test method | 
|---|
| FRST_LAB |  | X | ACME Laboratories plc | Name of testing laboratory/organisation | 
|---|
| FRST_CRED |  | X | UKAS 0000 | Accrediting body and reference number (when appropriate) | 
|---|
| TEST_STAT |  | X | Checked | Test status | 
|---|
| FILE_FSET |  | X | FS20 | Associated file reference (eg test result sheets) | 
|---|