Summary for Test 2025-02-18-23-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 994703 DEA: 11431534 EFIS: 1122000094 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-26.8, 26.8/26.8 |
| Award Date | 12/17/2023 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/30/2023) |
Sample Information
| Sample Taken Date | 02/18/2025 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/20/2025 | Sample type | Quality Assurance |
| A brief description of the sample | RPSU | The quantity of what the sample constitutes | 2 bag |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Derrick |
| Last name of sampler or witnessed by | McCovy | Title of sampler | |
| Telephone number of sampler | 6193722435 | Laboratory sample identification | 1802-RPSU |
| Linked DIME Sample ID | 2025-02-18-22 | The fabricator/manufacturer/facility name | Vulcan Otay |
| 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) | Not Provided |
|---|---|---|---|
| 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 | 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 | 226110 Otay SJR |
Test Details
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DIME Sample ID: 2025-02-18-23
DIME Test ID: 2025-02-18-23-2
Testing Lab: CT D11 - District 11 Materials 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: 2025-02-28
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 02/28/2025
Mass of fractured, coarse, 2 faced particles tested: 1000 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 8 g
Mass of fractured, fine, 1 faced particles tested: 100 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/28/2025 ✔