Summary for Test 2023-02-17-9-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
| Award Date | 01/08/2021 |
| Closeout Date | Not set |
| Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
| Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
| QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
| Sample Taken Date | 02/17/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/17/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Imported Structure Backfill |
| The quantity of what the sample constitutes | 40 lbs | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
| Title of sampler | Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 238 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sta 193+80 to 194+80 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Test holes at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-02-17-9
DIME Test ID: 2023-02-17-9-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2023-02-17
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: James Watson
Date of test: 02/17/2023
Gage No.: 30683
Test No.: 238
Nuclear By: James Watson
Non-Bias Plan No.: 3- even
Depth: 6
Material No.: no data
Material Type: brown, sitty, heavy clay with gravel
Impact By: James Watson
Standard Count Density: 1701 g/cc
Count or Density 1: 1487 g/cc
Count or Density 2: 1569 g/cc
Count or Density 3: 1494 g/cc
Count or Density 4: 1576 g/cc
Count or Density 5: 1372 g/cc
Standard Count Moisture: 656 g/cc
Moisture Count 1: 164 g/cc
Moisture Count 2: 146 g/cc
Moisture Count 3: 173 g/cc
Moisture Count 4: 135 g/cc
Moisture Count 5: 146 g/cc
Density: 2.2
Moisture: 0.19
Sum of Count or Density: 7498 g/cc
Average of Count or Density: 1500 g/cc
Sum of Moisture Count: 764 g/cc
Average of Moisture Count: 153 g/cc
Count Ratio Density: 0.88
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): East Embankment backfill (within 120 ft of structure) Sta 193+80 to 194+80 elevation 320.5ft width 120ft 6" probe
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442554_3700_230217_236Ato238 | 418.49 KB | 02/17/2023 | 2023-02-17-9-1 | Info |
Test was verified on 2/17/2023 ✔