Summary for Test 2021-08-11-1-8
Test performed: ASTM D4791-10Project Information
Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
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DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
Award Date | Not set |
Closeout Date | 01/23/2023 |
Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
Sample Taken Date | 08/11/2021 | Sample Unique Key | 1 |
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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 | 08/12/2021 |
Sample type | Verification | A brief description of the sample | PSUE 1/2" HMA-A-SP R25, 0.8% Dry Lime |
The quantity of what the sample constitutes | 2 Bags of Virgin Aggregate, 2 Bags of Lime Treated Aggregate, 1 Bag 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 | 0465A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite - Big Rock | 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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
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The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
The plant number | 1203 | A detailed description of where the material sample was collected | Belt Cut at Granite Big Rock 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 | 4 | |
Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-11-1
DIME Test ID: 2021-08-11-1-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Test Release Date: 2021-08-24
Test Results
Method A - Percentage of Flat Particles, Elongated Particles, and Flat & Elongated Particles
Method B - Flat & Elongated Particles
Method: B
Determination: By Mass
Dimensional ratio used: 5:1
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/15/2021
Weighted percentage of particles (by mass) that were flat and elongated: 1 %
Weighted percentage of particles (by mass) that were not flat and elongated: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/24/2021 ✔