| 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 | Brown sandstone | Specimen description | 
|---|
| SPEC_PREP |  | X | Prepared according to client instructions | Details of specimen preparation including time between preparation and testing | 
|---|
| RPLT_PLS | MPa | 1DP | 2.3 | Uncorrected point load (Is) | 
|---|
| RPLT_PLSI | MPa | 1DP | 2.5 | Size corrected point load index (Is 50) | 
|---|
| RPLT_PLTF |  | PA | A+L | Point load test type | 
|---|
| RPLT_MC | % | 1DP | 2.1 | Water content of point load test specimen | 
|---|
| RPLT_REM |  | X | Saturated specimen | Remarks | 
|---|
| RPLT_METH |  | X | ISRM : 2007 : Suggested method for determining point load strength. Int J Rock Mech Min Sci & Geomech Abstr, Vol 22, No 2, pp 51-60 | Test method | 
|---|
| RPLT_LAB |  | X | ACME Laboratories plc | Name of testing laboratory/organisation | 
|---|
| RPLT_CRED |  | X | UKAS 0000 | Accrediting body and reference number (when appropriate) | 
|---|
| TEST_STAT |  | X | Checked | Test status | 
|---|
| FILE_FSET |  | X | FS10 | Associated file reference (eg test result sheets) | 
|---|