Summary for Test 2023-09-27-9-2
Test performed: CTM 216-June 2011Project 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 | 09/27/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/27/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Clay, silt sand mixture, BRN reddish | 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 | 02 | |
| 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: 2023-09-27-9
DIME Test ID: 2023-09-27-9-2
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: 2023-09-28
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Paul Klinker
Date of test: 09/27/2023
In-place wet density: 2.05
Highest adjust wet density: 2.17
% Moisture: 11.4 %
Optimum Moisture: 11.4 %
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters): BRWN line sta 12+60 to 18+20 Roadway Elevation: FSG width: 32ft probe: 5" 95% required
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442564_37031_230927_1to4_CTM216&231 | 1364.86 KB | 09/28/2023 | 2023-09-27-9-2 | Info |
Test was verified on 9/28/2023 ✔