Summary for Test 2023-10-26-21-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,-46-26.1/30.2 |
| Award Date | 07/17/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY. |
| Location Description | KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 10/26/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/26/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Aggregate Base Recycled Asphalt | The quantity of what the sample constitutes | up to 2000 sq yd |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Neale |
| Last name of sampler or witnessed by | Brown | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | 34 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Rte 46 | |
| 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: 2023-10-26-21
DIME Test ID: 2023-10-26-21-2
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: 2023-10-31
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: 10/26/2023
Gage No.: 30699
Test No.: 34
Nuclear By: Neale Brown
Non-Bias Plan No.: 3 even
Depth: 7
Material No.: no data
Material Type: Class 2 AB recycled
Impact By: james watson
Standard Count Density: 1900 g/cc
Count or Density 1: 1203 g/cc
Count or Density 2: 1187 g/cc
Count or Density 3: 1141 g/cc
Count or Density 4: 1060 g/cc
Count or Density 5: 1124 g/cc
Standard Count Moisture: 626 g/cc
Moisture Count 1: 126 g/cc
Moisture Count 2: 128 g/cc
Moisture Count 3: 130 g/cc
Moisture Count 4: 141 g/cc
Moisture Count 5: 149 g/cc
Density: 2.13
Moisture: 0.18
Sum of Count or Density: 5715 g/cc
Average of Count or Density: 1143 g/cc
Sum of Moisture Count: 674 g/cc
Average of Moisture Count: 135 g/cc
Count Ratio Density: 0.6
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 98.2 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Hwy 46 Sta 156+30 to 152+30 elevation: .9BFG width: 40ft probe: 7" 95% required
Test was verified on 10/31/2023 ✔