Summary for Test 2025-03-20-26-9
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 995449 DEA: 07349504 EFIS: 0718000161 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2,5,101,170-Var |
| Award Date | 02/29/2024 |
| Closeout Date | Not set |
| Work Description | INSTALL NEW TRANSPORTATION MANAGEMENT SYSTEM ELEMENTS. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 134/170 SEPARATION TO ROUTE 170/5 SEPARATION |
| QA Service Level | 1 (Verified on 01/22/2024) |
Sample Information
| Sample Taken Date | 03/20/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 03/24/2025 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA A SP R25 0.50% EVO |
| The quantity of what the sample constitutes | 3 bags of comb agg., 2 bags of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Thomas Shiver | Last name of sampler or witnessed by | Vulcan - QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0175A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity, SJR, Fish Canyon Irwindale, Vulcan Sun Valley | 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) | 91-19-0035, 91-19-0016 |
|---|---|---|---|
| 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 Vulcan Sun Valley 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 | 220200W SVA SJR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-20-26
DIME Test ID: 2025-03-20-26-9
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: 2026-04-03
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: DP
Date of test: 03/29/2025
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2026 ✔