Summary for Test 2023-02-14-10-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993482 DEA: 060V2804 EFIS: 0616000124 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-L0.9/L1.1 |
| Award Date | 02/24/2022 |
| Closeout Date | 02/26/2024 |
| Work Description | PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS. |
| Location Description | KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD |
| QA Service Level | 1 (Verified on 01/03/2022) |
Sample Information
| Sample Taken Date | 02/14/2023 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 02/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Native Soil- sitty FM sand mod. clay and gravel |
| The quantity of what the sample constitutes | 30 lBS | 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 | Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sta 19+10 to 21+60 | 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
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DIME Sample ID: 2023-02-14-10
DIME Test ID: 2023-02-14-10-2
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: 2023-02-14
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Neale brown
Date of test: 02/14/2023
In-place wet density: 2.14
Highest adjust wet density: 2.21
% Moisture: 5.6 %
Optimum Moisture: 7.6 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/14/2023 ✔