| 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 |
|---|
| TREG_TYPE |
|
PA |
CU |
Test type |
|---|
| TREG_COND |
|
PA |
Undisturbed |
Sample condition |
|---|
| TREG_COH |
kPa |
0DP |
|
Cohesion intercept associated with TREG_PHI |
|---|
| TREG_PHI |
deg |
1DP |
32 |
Angle of friction for effective shear strength triaxial test |
|---|
| TREG_FCR |
|
X |
Maximum deviator stress |
Failure criterion |
|---|
| TREG_REM |
|
X |
Peak stress ratio, side drains fitted |
Remarks including commentary on effect of specimen disturbance on test result |
|---|
| TREG_METH |
|
X |
BS1377 pt 8 |
Test method |
|---|
| TREG_LAB |
|
X |
ACME Laboratories plc |
Name of testing laboratory/organisation |
|---|
| TREG_CRED |
|
X |
UKAS 0000 |
Accrediting body and reference number (when appropriate) |
|---|
| TEST_STAT |
|
X |
Checked |
Test status |
|---|
| FILE_FSET |
|
X |
FS7 |
Associated file reference (eg equipment calibrations) |
|---|
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