Summary for Test 2019-12-15-1-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 212888 DEA: 07202124 EFIS: 0700020870 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-20.9/24.6 |
| Award Date | 02/16/2018 |
| Closeout Date | 05/04/2022 |
| Work Description | PAVEMENT REHABILITATION AND BRIDGE WIDENING |
| Location Description | LOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 03/29/2018) |
Sample Information
| Sample Taken Date | 12/15/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/17/2019 | Sample type | Verification |
| A brief description of the sample | 3/4 HMA-A-SP R15 | The quantity of what the sample constitutes | PSUE 3 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | All American Asphalt Irvine |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0724A-19 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt Irvine | |
| 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) | 91-33-0005::ALL AMERICAN ASPHALT |
|---|---|---|---|
| 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 Irvine 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 |
Test Details
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DIME Sample ID: 2019-12-15-1
DIME Test ID: 2019-12-15-1-2
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: 12/21/2019
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 ✔