Summary for Test 2023-09-08-6-2
Test performed: CTM 216-June 2011Project 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 | Not set |
| 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 |
|---|---|---|---|
| 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 | 09/08/2023 |
| Sample type | 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 |
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: 2023-09-08-6-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-09-08
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 09/08/2023
In-place wet density: 2.10
Highest adjust wet density: 2.19
% Moisture: no data
Optimum Moisture: no data
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 | 2023-09-08-6-2 | Info |
Test was verified on 9/8/2023 ✔