Summary for Test 2023-09-08-6-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | 11/03/2025 |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 09/08/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/08/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Silt Sand with Clay F-c d Brown | The quantity of what the sample constitutes | 40 lbs silt clay by mixture with grinding |
| 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 | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston | |
| 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 | jobsite - compacted base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-09-08-6
DIME Test ID: 2023-09-08-6-1
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: 2023-09-08
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 09/08/2023
Gage No.: 30681
Test No.: 262
Nuclear By: James Watson
Non-Bias Plan No.: 6 even
Depth: 6
Material No.: no data
Material Type: silty sand mod, BRN and F-gravel
Impact By: Neale Brown
Standard Count Density: 1600 g/cc
Count or Density 1: 1367 g/cc
Count or Density 2: 1447 g/cc
Count or Density 3: 1229 g/cc
Standard Count Moisture: 613 g/cc
Moisture Count 1: 73 g/cc
Moisture Count 2: 84 g/cc
Moisture Count 3: 90 g/cc
Sum of Count or Density: 4043 g/cc
Average of Count or Density: 1348 g/cc
Sum of Moisture Count: 247 g/cc
Average of Moisture Count: 82 g/cc
Count Ratio Density: 0.84
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 95.8 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): SB 99 H3 line on ramp Gore Area Sta: 320+61 to 321+95 elevation: FSG width: 20ft-34ft probe: 6" 95% required
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37035_230908_260to264 | 2035.23 KB | 09/08/2023 | 2023-09-08-6-1 | Info |
Test was verified on 9/8/2023 ✔