Summary for Test 2021-06-25-5-7
Test performed: AASHTO T96-02r10Project Information
Project Identifiers | Project ID: 214216 DEA: 071XM404 EFIS: 0719000232 |
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DIST-CO-RTE-PM | 07-VEN-33-22.16, 22.16 |
Award Date | 06/21/2019 |
Closeout Date | 10/06/2022 |
Work Description | This is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS |
Location Description | Ventura County on Route 33 at PM.22.16. |
QA Service Level | 1 (Verified on 08/27/2019) |
Sample Information
Sample Taken Date | 06/25/2021 | Sample Unique Key | 5 |
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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 | 06/29/2021 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 No LAS |
The quantity of what the sample constitutes | 4 Bags Of Coldfeed Agg., 2 Bags Of Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Brock |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0393A-21 | 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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
The plant number | 13762 | A detailed description of where the material sample was collected | Belt Cut at Granite Construction Co. |
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 | Lot number | 1 | |
Sublot number | 2 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-25-5
DIME Test ID: 2021-06-25-5-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Test Release Date: 2021-07-06
Test Results
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/03/2021
Grading designation: B
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4705 grams
Mass of sample on No.12 sieve (after 500 revolutions): 3330 grams
Percent loss after 100 revolutions: 6 %
Percent loss after 500 revolutions: 33 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2021 ✔