Summary for Test 2019-06-28-3-5
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 213749 DEA: 120C1104 EFIS: 1200000633 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57-20.3/21.6 |
| Award Date | 04/19/2019 |
| Closeout Date | 05/28/2024 |
| Work Description | SR-57 Lambert Interchange Project: WIDEN BRIDGES AND CONSTRUCT RW, SW, HMA, JPCP AND ELECTRICAL SYSTEMS. |
| Location Description | ORANGE COUNTY IN BREA FROM 0.6 MILE SOUTH TO 0.7 MILE NORTH OF LAMBERT ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/31/2019) |
Sample Information
| Sample Taken Date | 06/28/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 06/28/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
| The quantity of what the sample constitutes | JMF 8 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Corona | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0389A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Corona, Pacific Clay Products | 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) | Vulcan Corona, Pacific Clay Products |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 220831 CORD SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-06-28-3
DIME Test ID: 2019-06-28-3-5
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: 2019-08-22
Test Results
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 07/05/2019
Grading designation: C
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4775 grams
Mass of sample on No.12 sieve (after 500 revolutions): 3958 grams
Percent loss after 100 revolutions: 5 %
Percent loss after 500 revolutions: 21 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔