Summary for Test 2021-05-14-11-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 215300 DEA: 074U0404 EFIS: 0717000238 |
---|---|
DIST-CO-RTE-PM | 07-LA-101-31.1/35.1 |
Award Date | 12/22/2020 |
Closeout Date | 11/03/2021 |
Work Description | REPLACE ASPHALT CONCRETE DIKES AND COLD PLANE AND OVERLAY (SHOULDER). |
Location Description | LOS ANGELES COUNTY IN CALABASAS AND AGOURA HILLS FROM LAS VIRGENES ROAD OVERCROSSING TO KANAN ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 03/16/2021) |
Sample Information
Sample Taken Date | 05/14/2021 | Sample Unique Key | 11 |
---|---|---|---|
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 | 05/19/2021 |
Sample type | Verification | A brief description of the sample | PSUE 1/2" RHMA-G-SP 0.5% LAS |
The quantity of what the sample constitutes | 6 Bags Of Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Shivers |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0288G-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials Sun Valley 3 | 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 |
---|---|---|---|
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 | 326120 SVA3 SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley 3 |
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: 2021-05-14-11
DIME Test ID: 2021-05-14-11-2
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: 2021-05-26
Test Results
Method: 1 - Combined 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: 05/22/2021
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/26/2021 ✔