Summary for Test 2020-07-16-26-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213603 DEA: 07301504 EFIS: 0714000020 |
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DIST-CO-RTE-PM | 07-LA-1,10-R34.6/35.2,R2.1/18.4 |
Award Date | 11/19/2018 |
Closeout Date | 01/18/2022 |
Work Description | REPLACING CONCRETE AND AC PAVEMENT |
Location Description | LOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION |
QA Service Level | 1 (Verified on 07/26/2019) |
Sample Information
Sample Taken Date | 07/16/2020 | Sample Unique Key | 26 |
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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 | 07/24/2020 |
Sample type | Verification | A brief description of the sample | JMF 1/2" RHMA-G-SP 0.50% LAS |
The quantity of what the sample constitutes | 4 Bags of Coldfeed Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Irvindale | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0459G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials- 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) | 91-19-0035::FISH CANYON QUARRY |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 326120A IRW LTR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale 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 | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-07-16-26
DIME Test ID: 2020-07-16-26-2
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: 2020-07-31
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: 07/29/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 96 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2020 ✔