| 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 |
|---|
| LSTG_ICL |
% |
2SF |
4.4 |
Initial consumption of lime |
|---|
| LSTG_PH |
|
1DP |
12.6 |
pH value used for interpretation of LSTG_ICL |
|---|
| LSTG_LIME |
|
X |
Laboratory grade Calcium Hydroxide |
Details of lime used for test |
|---|
| LSTG_SUIT |
|
1DP |
12.4 |
pH of saturated lime solution (suitability) |
|---|
| LSTG_425 |
% |
2SF |
82 |
Percentage of soil passing 425? sieve |
|---|
| LSTG_REM |
|
X |
|
Remarks including commentary on effect of specimen disturbance on test result |
|---|
| LSTG_METH |
|
X |
|
Test method |
|---|
| LSTG_LAB |
|
X |
ACME Laboratories plc |
Name of testing laboratory/organisation |
|---|
| LSTG_CRED |
|
X |
UKAS 0000 |
Accrediting body and reference number (when appropriate) |
|---|
| TEST_STAT |
|
X |
Checked |
Test status |
|---|
| FILE_FSET |
|
X |
FS15 |
Associated file reference (eg equipment calibrations) |
|---|
Open GeoTechnical