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 |
GRAG_UC |
|
1SF |
10 |
Uniformity coefficient D60/D10 |
GRAG_VCRE |
% |
1DP |
0 |
Percentage of material tested greater than 63mm (cobbles) |
GRAG_GRAV |
% |
1DP |
30.1 |
Percentage of material tested in range 63mm to 2mm (gravel) |
GRAG_SAND |
% |
1DP |
40.4 |
Percentage of material tested in range 2mm to 63um (sand) |
GRAG_SILT |
% |
1DP |
14.5 |
Percentage of material tested in range 63um to 2um (silt) |
GRAG_CLAY |
% |
1DP |
15 |
Percentage of material tested less than 2um (clay) |
GRAG_FINE |
% |
1DP |
29.5 |
Percentage less than 63um |
GRAG_REM |
|
X |
|
Remarks including commentary on effect of specimen disturbance on test result |
GRAG_METH |
|
X |
BS1377 |
Test method |
GRAG_LAB |
|
X |
ACME Laboratories plc |
Name of testing laboratory/organisation |
GRAG_CRED |
|
X |
UKAS 0000 |
Accrediting body and reference number (when appropriate) |
TEST_STAT |
|
X |
Checked |
Test status |
FILE_FSET |
|
X |
F21 |
Associated file reference (eg equipment calibrations) |