| 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 |
|---|
| CMPG_TESN |
|
X |
1 |
Test number |
|---|
| SPEC_PREP |
|
X |
Stored at constant moisture content for 7 days, then soaked for 7 days, maintained at 20?? throughout |
Details of specimen preparation including time between preparation and testing |
|---|
| SPEC_DESC |
|
X |
Grey slightly gravelly clay |
Specimen description |
|---|
| CMPG_TYPE |
|
PA |
2.5kg / 4.5kg / Vibro |
Compaction test type |
|---|
| CMPG_MOLD |
|
PA |
1 litre / CBR |
Compaction mould type |
|---|
| CMPG_375 |
% |
0DP |
7 |
Weight percent of material retained on 37.5mm sieve |
|---|
| CMPG_200 |
% |
0DP |
15 |
Weight percent of material retained on 20mm sieve |
|---|
| CMPG_PDEN |
Mg/m3 |
XN |
#2.65 |
Particle density with prefix # if value assumed |
|---|
| CMPG_MAXD |
Mg/m3 |
2DP |
2.06 |
Maximum dry density |
|---|
| CMPG_MCOP |
% |
2SF |
14 |
Moisture content at maximum dry density (Optimum) |
|---|
| CMPG_STAB |
% |
2SF |
23 |
Amount of stabiliser added |
|---|
| CMPG_STYP |
|
X |
Cement |
Type of stabiliser added |
|---|
| CMPG_REM |
|
X |
Single sample used |
Remarks including commentary on effect of specimen disturbance on test result |
|---|
| CMPG_METH |
|
X |
BS1377:Part 4:1990,cl 3.3 |
Test method |
|---|
| CMPG_LAB |
|
X |
ACME Laboratories plc |
Name of testing laboratory/organisation |
|---|
| CMPG_CRED |
|
X |
UKAS 0000 |
Accrediting body and reference number (when appropriate) |
|---|
| TEST_STAT |
|
X |
Checked |
Test status |
|---|
| FILE_FSET |
|
X |
FS23 |
Associated file reference (eg equipment calibrations) |
|---|
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