Summary for Test 2022-10-10-25-4
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 993594 DEA: 120S9104 EFIS: 1221000060 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57-11.0/22.2 |
| Award Date | 04/07/2022 |
| Closeout Date | 09/07/2023 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF CHAPMAN AVENUE UNDERCROSSING TO 0.3 MILE SOUTH OF LOS ANGELES COUNTY LINE |
| QA Service Level | 1 (Verified on 03/21/2022) |
Sample Information
| Sample Taken Date | 10/10/2022 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/12/2022 |
| Sample type | Verification | A brief description of the sample | JMF 1/2" RWHMA-G-SP 0.25% EVO |
| The quantity of what the sample constitutes | 4 Bags Of Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | R J Noble | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0686G-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R J Noble Orange | 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) | 91-33-0035, 91-33-0014 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 50R003ARSPWEO | A detailed description of where the material sample was collected | Belt Cut at R J Noble- Orange |
| 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
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DIME Sample ID: 2022-10-10-25
DIME Test ID: 2022-10-10-25-4
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: 2022-11-30
Test Results
Input Type: Measured
Tester's full name: Seige M
Date of test: 10/14/2022
Grading designation: C
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4808 grams
Mass of sample on No.12 sieve (after 500 revolutions): 4080 grams
Percent loss after 100 revolutions: 4 %
Percent loss after 500 revolutions: 18 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/30/2022 ✔