Summary for Test 2025-03-18-29-9
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 993742 DEA: 07321804 EFIS: 0716000052 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-7.0/12.9 |
| Award Date | 07/06/2022 |
| Closeout Date | 03/13/2025 |
| Work Description | PLACE MINOR CONCRETE AND HOT MIX ASPHALT. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LONG BEACH, CARSON AND LOS ANGELES AT VARIOUS LOCATIONS FROM 0.1 MILE NORTH OF ROUTE 710 TO ROUTE 110/405 SEPARATION |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 03/18/2025 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 03/20/2025 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.25% EVO |
| The quantity of what the sample constitutes | 4 Bags of Comb Agg, 2 Bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0170A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Aggregate/ Eagle Valley Quarry/ World Oil/ Ingevity | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0027, 91-33-0014 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | belt cut at RJ Noble - Orange Plant | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 36R2508SPWEO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-18-29
DIME Test ID: 2025-03-18-29-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2026-01-30
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: RB
Date of test: 03/26/2025
Percentage of fractured, coarse, 2 faced particles tested: 0 %
Percentage of fractured, coarse, 1 faced particles tested: 0 %
Percentage of fractured, fine, 1 faced particles tested: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/30/2026 ✔