Summary for Test 2026-09-09-4-7
Test performed: AASHTO T335-09r13
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Project Information
| Project Identifiers | Project ID: 214649 DEA: 07316004 EFIS: 0715000194 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14-60.70 |
| Award Date | 02/07/2023 |
| Closeout Date | Not set |
| Work Description | REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES. |
| Location Description | ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE. |
| QA Service Level | 1 (Verified on 01/29/2020) |
Sample Information
| Sample Taken Date | 09/09/2026 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/08/2026 | Sample type | Verification |
| A brief description of the sample | 3/4"HMA-A-SP R15 0.50% LAS | The quantity of what the sample constitutes | 2 Bags ea of 3/4", 1/4", 3/8", Agg; 2 Bags ea of Sand & RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Christian |
| Last name of sampler or witnessed by | Gonzalez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0559A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan materials | |
| 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) | 91-19-0020, 91-19-0035 |
|---|---|---|---|
| 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: 2026-09-09-4
DIME Test ID: 2026-09-09-4-7
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: 2026-10-20
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: RB
Date of test: 09/10/2026
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.