Summary for Test 2023-02-15-18-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993484 DEA: 07325904 EFIS: 0716000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-87.4 |
| Award Date | 02/17/2022 |
| Closeout Date | Not set |
| Work Description | SEISMIC RETROFIT OF BRIDGE, WIDEN |
| Location Description | IN LOS ANGELES COUNTY, NEAR KERN COUNTY LINE, AT THE TEJON PASS OVERCROSSING BRIDGE NO 53-1779 |
| QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
| Sample Taken Date | 02/15/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 02/15/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Class 3 Aggregate Base |
| The quantity of what the sample constitutes | 89 sq. yd. | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Maquiran |
| Title of sampler | MREA | Telephone number of sampler | 12133581518 |
| Laboratory sample identification | 23-0179 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Powell General Engineering Contractor | 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 | From various locations at Class 3 Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-02-15-18
DIME Test ID: 2023-02-15-18-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-02-16
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 02/15/2023
In-place wet density: 2.08
Highest adjust wet density: 2.17
% Moisture: 9.5 %
Optimum Moisture: 11.0 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/16/2023 ✔