Summary for Test 2021-06-17-16-4
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
|---|---|
| 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 | 06/17/2021 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 06/21/2021 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" RHMA-G 0.8% Dry Lime |
| The quantity of what the sample constitutes | 2 Bags Of Virgin Aggregate 1 Bag Coldfeed Agg. | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Loklium | Last name of sampler or witnessed by | Locus |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0378G-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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 1558 | 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 | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-17-16
DIME Test ID: 2021-06-17-16-4
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: 06/29/2021
Grading designation: C
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4557 grams
Mass of sample on No.12 sieve (after 500 revolutions): 3812 grams
Percent loss after 100 revolutions: 9 %
Percent loss after 500 revolutions: 24 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2021 ✔