Summary for Test 2020-11-23-4-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214775 DEA: 081F13U4 EFIS: 0819000074 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-62,95-122.0/142.7,9.7/33.6 |
| Award Date | 05/04/2020 |
| Closeout Date | 06/30/2021 |
| Work Description | COLD-IN PLACE RECYCLING AND PLACE RHMA-G. |
| Location Description | SAN BERNARDINO COUNTY ON ROUTE 62 FROM 3.8 MILES WEST OF ROUTE 95 TO ARIZONA STATE LINE AND ON ROUTE 95 FROM ROUTE 62 TO 2.0 MILES SOUTH OF TURTLE MOUNTAIN ROAD |
| QA Service Level | 1 (Verified on 08/14/2020) |
Sample Information
| Sample Taken Date | 11/23/2020 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/24/2020 | Sample type | Verification |
| A brief description of the sample | 30K MS 1/2 RHMA-G-SP 0.5% LAS | The quantity of what the sample constitutes | 2 Bags Coldfeed Agg.,3 Bags Of Agg. |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Matthew |
| Last name of sampler or witnessed by | McLuckie | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0676G-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Company Indio | |
| 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) | 91-33-0072 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 1346 | A detailed description of where the material sample was collected | Belt Cut at Granite Indio Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | 5 | |
| Sublot number | 10 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-11-23-4
DIME Test ID: 2020-11-23-4-2
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: 2020-12-02
Test Results
Method: 2 - Individual 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: 12/01/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2020 ✔