Summary for Test 2023-10-10-23-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
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DIST-CO-RTE-PM | 06-KER, -46-26.1/30.2 |
Award Date | 07/17/2023 |
Closeout Date | Not set |
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 | 10/10/2023 | Sample Unique Key | 23 |
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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 | 10/10/2023 |
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 | 11 | 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 |
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
DIME Sample ID: 2023-10-10-23
DIME Test ID: 2023-10-10-23-2
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: 2023-10-11
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/10/2023
In-place wet density: 2.03
Highest adjust wet density: 2.19
% Moisture: 8.0 %
Optimum Moisture: 10.0 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters): WB Hwy 46 choker Sta 174+00 to 145+00 elevation: 6"BFG width: 3-4 ft probe 6" 90 requirement
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-442564_37031_231010_11_CTM216&231 | 103.68 KB | 10/11/2023 | 2023-10-10-23-2 | Info |
Test was verified on 10/11/2023 ✔