Summary for Test 2025-01-27-20-9
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R134.0/R156.5 |
| Award Date | 06/22/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB |
| Location Description | RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 01/27/2025 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 02/03/2025 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R24 1.0% LSM PG64-28M (Virgin PG58-34M) |
| The quantity of what the sample constitutes | 2 Bags EA Virgin (3/4, 3/8, Sand) 3 Bags LT CF 1 Bag EA RAP (Coarse, Fine) 1 Bag EA LT (3/8, Sand) | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | ALBERTO | Last name of sampler or witnessed by | Pineda-Gonzalez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0124A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ehrenburg Pit/ Holly Frontier/ LHoist/ Project Roadway | 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) | EHRENBERG PIT CM203 |
|---|---|---|---|
| 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 FISHER SAND AND GRAVEL TEMPE AZ | |
| 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 | CA125MA | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-01-27-20
DIME Test ID: 2025-01-27-20-9
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: 2026-01-27
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: David Padilla/RB
Date of test: 02/08/2025
Percentage of fractured, coarse, 2 faced particles tested: 99 %
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 1/27/2026 ✔