| 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) | 
|---|