Summary for Test 2020-02-10-12-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214029 DEA: 07301104 EFIS: 0714000009 |
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DIST-CO-RTE-PM | 07-LA-60,710-710-R2.8/11.8, 24.1/25.1 |
Award Date | 06/03/2019 |
Closeout Date | 10/17/2023 |
Work Description | Roadway ex, place jointed plain concrete pavement & concrete barrieres |
Location Description | In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation. |
QA Service Level | 1 (Verified on 06/25/2019) |
Sample Information
Sample Taken Date | 02/10/2020 | Sample Unique Key | 12 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/12/2020 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
The quantity of what the sample constitutes | PSUE 4 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jose Ibarra | Last name of sampler or witnessed by | Roman |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0132A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt-Irwindale | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0005::ALL AMERICAN ASPHALT |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 105793 |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at All American Corona Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2020-02-10-12
DIME Test ID: 2020-02-10-12-2
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: 2020-03-17
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: 02/18/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/17/2020 ✔