Summary for Test 2023-05-15-53-6
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 06/09/2023 |
| Closeout Date | Not set |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 05/15/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 05/15/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Laboratory-Combined Untreated Virgin Aggregate for use in 3/4-inch Type A HMA |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79229F | Linked DIME Sample ID | 2023-05-15-50, 2023-05-15-51, 2023-05-15-52 |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815608 |
| 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) | 91-45-0017::Fawndale Rock Quarry - Redding, CA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Combined in the Laboratory from Stockpile samples | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-15-53
DIME Test ID: 2023-05-15-53-6
Testing Lab: CT D02 - Redding Northern 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: 2023-06-02
Test Results
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 06/01/2023
Grading designation: C
Mass of sample (before test): 4976 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4823 grams
Mass of sample on No.12 sieve (after 500 revolutions): 4281 grams
Percent loss after 100 revolutions: 3 %
Percent loss after 500 revolutions: 14 %
General comments (publicly viewable) (Max 1000 characters): L100=3%,
L500=14%
Test was verified on 6/2/2023 ✔