Summary for Test 2020-06-26-6-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214326 DEA: 07310404 EFIS: 0715000001 |
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DIST-CO-RTE-PM | 07-LA-138-0.0/36.9 |
Award Date | 10/17/2019 |
Closeout Date | 03/29/2024 |
Work Description | PLACE HOT MIX ASPHALT AND COLD PLANE ASPHALT CONCRETE PAVEMENT. (EPD Pilot Project) |
Location Description | LOS ANGELES COUNTY FROM ROUTE 5/138 SEPARATION TO ROUTE 138/14 SEPARATION |
QA Service Level | 1 (Verified on 10/29/2019) |
Sample Information
Sample Taken Date | 06/26/2020 | Sample Unique Key | 6 |
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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 | 06/30/2020 |
Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP-R25 No LAS |
The quantity of what the sample constitutes | PSUE 4 Bags of Coldfeed Agg. & 2 Bags Of Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Lucas |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0391A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company | 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) | 91-19-0008, 91-36-0053 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 3566 | A detailed description of where the material sample was collected | Belt Cut at Granite Littlerock Plant |
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 | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-26-6
DIME Test ID: 2020-06-26-6-2
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: 2020-07-07
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: 07/05/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 88 %
Weighted average percentage of fractured, coarse, 1 faced particles: 93 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): Out of specified range on the coarse 1 and 2 faces
Test was verified on 7/7/2020 ✔