Summary for Test 2023-05-15-10-2
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 | 05/15/2023 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 05/15/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Sand clay mixture with grinding |
| The quantity of what the sample constitutes | 40 lbs native material | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Bown |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | 264 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sta 187+30 to 183+50 | 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: 2023-05-15-10
DIME Test ID: 2023-05-15-10-2
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: 2023-05-16
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/15/2023
Gage No.: 30683
Test No.: 264
Nuclear By: Neale Brown
Non-Bias Plan No.: 4 odd
Depth: 8
Material No.: no data
Material Type: sand clay mixture with grinding
Impact By: Neale Brown
Standard Count Density: 1686 g/cc
Count or Density 1: 2.19 g/cc
Count or Density 2: 1.96 g/cc
Count or Density 3: 2.07 g/cc
Count or Density 4: 2.16 g/cc
Count or Density 5: 2.1 g/cc
Standard Count Moisture: 653 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.15 g/cc
Moisture Count 3: 0.12 g/cc
Moisture Count 4: 0.12 g/cc
Moisture Count 5: 0.12 g/cc
Sum of Count or Density: 10.48 g/cc
Average of Count or Density: 2.1 g/cc
Sum of Moisture Count: 0.67 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 96.7 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): WB Hwy 46 sta 187+30 to 183+50 elevation: 1.6' BFG width: 34' probe 8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442554_3700_230515_263&264 | 226.75 KB | 05/16/2023 | 2023-05-15-10-2 | Info |
Test was verified on 5/16/2023 ✔