Summary for Test 2020-06-01-7-5
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 210227 DEA: 07286204 EFIS: 0713000217 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-56.20/55.20 |
| Award Date | 03/14/2019 |
| Closeout Date | 01/13/2023 |
| Work Description | WIDEN ROUTE 138 TO 4 LANES WITH A MEDIAN TURN LANE AND STANDARD WIDTH SHOULDERS.; DRAINAGE IMPROVEMENTS. |
| Location Description | IN LOS ANGELES COUNTY IN PALMDALE FROM 87TH STREET EAST TO 96TH STREET EAST |
| QA Service Level | 1 (Verified on 06/27/2019) |
Sample Information
| Sample Taken Date | 06/01/2020 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 06/09/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 WMA-A-SP R25 Aggregata and RAP |
| The quantity of what the sample constitutes | JMF 6 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Lucas |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0319A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Littlerock | 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) | 91-19-0008::LITTLEROCK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R25 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 1639 | A detailed description of where the material sample was collected | Belt Cut at Granite Little Rock Plant |
| 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 | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-01-7
DIME Test ID: 2020-06-01-7-5
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: 2020-06-24
Test Results
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 06/16/2020
Grading designation: B
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4778 grams
Mass of sample on No.12 sieve (after 500 revolutions): 3941 grams
Percent loss after 100 revolutions: 4 %
Percent loss after 500 revolutions: 21 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2020 ✔