Summary for Test 2025-01-27-20-8
Test performed: AASHTO T304-11Project 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 |
|---|---|---|---|
| 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: 2025-01-27-20-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2026-01-27
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: David Padilla/RB
Date of test: 02/08/2025
Bulk dry specific gravity: 2.61
Average uncompacted voids: 43.8 %
General comments (publicly viewable) (Max 1000 characters): The FAA is below spec.
Test was verified on 1/27/2026 ✔