Summary for Test 2026-01-12-20-9
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 01/12/2026 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/16/2026 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.25% EVO | The quantity of what the sample constitutes | 4 bags coldfeed agg, 2 bags RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Maryanna |
| Last name of sampler or witnessed by | Landaverde | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0101A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | World Oil, Ingevity, Martin Marietta, Mayhew | |
| 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) | 91-33-0039 |
|---|---|---|---|
| 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 Corona | |
| 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 | 36R2508SPWEC | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-12-20
DIME Test ID: 2026-01-12-20-9
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: 2026-04-03
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: David Padilla
Date of test: 01/23/2026
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 4/3/2026 ✔