Summary for Test 2026-10-06-1-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 995353 DEA: 072XE504 EFIS: 0723000094 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-150-25.82/31 |
| Award Date | 01/26/2023 |
| Closeout Date | 06/09/2025 |
| Work Description | Remove the mud and the debris from the roadway and repair the eroded slopes and the slope drapery protection system, repair the damaged shoulder and AC dike in multiple locations, clean the drainage systems, repair the roadside signs and markers, and fix the compromised drainage systems |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/06/2023) |
Sample Information
| Sample Taken Date | 10/06/2026 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/06/2026 | Sample type | Verification |
| A brief description of the sample | 3/4" WMA A SP RAP 22% LAS .25% | The quantity of what the sample constitutes | 6 Bags of Cold feed, 2 Bags of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Christian |
| Last name of sampler or witnessed by | QC (VMC-SV: Christian G.) | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials - Sun Valley | |
| 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) | 91-19-0035 / 91-33-0027 |
|---|---|---|---|
| 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: 2026-10-06-1
DIME Test ID: 2026-10-06-1-7
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: 2026-10-28
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: 10/09/2026
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 10/28/2026 ✔