Summary for Test 2023-03-21-8-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214549 DEA: 081H2904 EFIS: 0817000006 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-173-18.7 |
| Award Date | 08/20/2020 |
| Closeout Date | 10/02/2024 |
| Work Description | STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL. |
| Location Description | SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD |
| QA Service Level | 1 (Verified on 01/13/2020) |
Sample Information
| Sample Taken Date | 03/21/2023 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/06/2023 | Sample type | Verification |
| A brief description of the sample | JMF 3/4" HMA-A-SP R15 0.5% LAS | The quantity of what the sample constitutes | 4 Bags Of Agg., 2 Bags Of Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | John |
| Last name of sampler or witnessed by | Lara | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0192A-23 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Matich Plant Rialto | |
| 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) | 91-36-0040 |
|---|---|---|---|
| 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 Matich Plant Rialto | |
| 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 | LHP-62D-PM | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-03-21-8
DIME Test ID: 2023-03-21-8-7
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: 2023-07-25
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: Satish Jain
Date of test: 04/13/2023
Percentage of fractured, coarse, 2 faced particles tested: 97 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/25/2023 ✔