| LOCA_ID |
|
ID |
327-16A |
Location identifier |
| PLTG_DPTH |
m |
2DP |
1.23 |
Test depth |
| PLTG_TESN |
|
X |
1 |
Test reference |
| PLTG_CYC |
|
X |
1 |
Load cycle |
| PLTG_PDIA |
mm |
0DP |
600 |
Plate diameter |
| PLTG_SEAT |
kN |
1DP |
10 |
Seating load including apparatus mass |
| PLTG_FA0 |
|
2DP |
0 |
Factor a0 |
| PLTG_FA1 |
|
2DP |
12.65 |
Factor a1 |
| PLTG_FA2 |
|
2DP |
-7.58 |
Factor a2 |
| PLTG_SMOD |
MPa |
1DP |
15.8 |
Strain modulus |
| PLTG_EV2 |
MPa |
1DP |
83 |
Elastic modulus for second loading cycle |
| PLTG_MOSR |
MPa/m |
1DP |
60.8 |
Modulus of subgrade reaction |
| PLTG_EMOD |
MPa |
1DP |
21.7 |
Elastic modulus |
| PLTG_DATE |
yyyy-mm-dd |
DT |
23/07/2008 |
Test date |
| PLTG_STAB |
% |
2SF |
23 |
Amount of stabiliser added |
| PLTG_STYP |
|
X |
Cement |
Type of stabiliser added |
| PLTG_REM |
|
X |
|
Remarks |
| PLTG_ENV |
|
X |
Dry and warm |
Details of weather and environmental conditions during test |
| PLTG_METH |
|
X |
DIN18134 Strain Modulus |
Test method |
| PLTG_CONT |
|
X |
ACME On-site Testing Ltd |
Name of testing organisation |
| PLTG_CRED |
|
X |
UKAS 0000 |
Accrediting body and reference number (when appropriate) |
| TEST_STAT |
|
X |
Checked |
Test status |
| GEOL_STAT |
|
X |
1 |
Stratum reference shown on trial pit or traverse sketch |
| FILE_FSET |
|
X |
FS11 |
Associated file reference (eg equipment calibrations) |