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) |