Summary for Test 2026-09-14-60-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 995494 DEA: 081K4904 EFIS: 0819000050 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R105.1/R105.9 |
| Award Date | 05/28/2024 |
| Closeout Date | Not set |
| Work Description | BUILDING WORK, HMA, AND TEMPORARY PORTABLE SANITARY FACILITIES. |
| Location Description | SAN BERNARDINO COUNTY ABOUT 36 MILES WEST OF NEEDLES FROM 2.1 MILES TO 1.3 MILES WEST OF GOFFS ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 09/14/2026 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2026 | Sample type | Verification |
| A brief description of the sample | 3/4" WMA-A-SP R25 1.0% LSM 0.3% EVO | The quantity of what the sample constitutes | 4 Bags Coldfeed, 9 Bags 3/4" 1/2" 3/8" (3 each), 4 Bags Rock Dust, Fill Sand (2 each) |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Luke |
| Last name of sampler or witnessed by | Hall | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | 0567A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction - Desert Hot spring | |
| 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) | 91-33-0072 |
|---|---|---|---|
| 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 Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-09-14-60
DIME Test ID: 2026-09-14-60-7
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: 2026-10-08
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: 09/29/2026
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 10/8/2026 ✔