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 |
FRST_COND |
|
PA |
Recompaction |
Sample condition |
FRST_DDEN |
Mg/m3 |
2DP |
1.96 |
Dry density of specimens after preparation |
FRST_MC |
% |
MC |
24 |
Moisture content of specimens at preparation |
FRST_HVE1 |
mm |
1DP |
3 |
Frost heave, first specimen |
FRST_HVE2 |
mm |
1DP |
4.5 |
Frost heave, second specimen |
FRST_HVE3 |
mm |
1DP |
3.5 |
Frost heave, third specimen |
FRST_HVE |
mm |
1DP |
3.6 |
Mean heave of 3 specimens |
FRST_STAB |
% |
2SF |
23 |
Amount of stabiliser added |
FRST_STYP |
|
X |
Cement |
Type of stabiliser added |
FRST_REM |
|
X |
|
Notes on frost susceptibility testing as per TRRL SR 829 |
FRST_METH |
|
X |
BS EN 1997-2 |
Test method |
FRST_LAB |
|
X |
ACME Laboratories plc |
Name of testing laboratory/organisation |
FRST_CRED |
|
X |
UKAS 0000 |
Accrediting body and reference number (when appropriate) |
TEST_STAT |
|
X |
Checked |
Test status |
FILE_FSET |
|
X |
FS20 |
Associated file reference (eg test result sheets) |