Test 2020-06-03-3-5 (AASHTO T96-02r10) Summary
Project Information
| Project Identifiers | Project ID: 214131 DEA: 080N69U4 EFIS: 0812000307 COOP: 081635 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 08-RIV-60-22.1/22.6 | ||
| Work Description | Improving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages. | ||
| Location Description | R-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively. | ||
Sample Information
| Sample Taken Date | 6/3/2020 | 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 | 6/8/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 RHMA-G-SP Aggregates |
| The quantity of what the sample constitutes | JMF 4 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | All American Asphalt Perris | Last name of sampler or witnessed by | QC |
| Title of sampler | Laboratory sample identification | 0318G-20 | |
| The fabricator/manufacturer/facility name | All American Asphalt Perris | 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 or name of Pit) | 91-33-0005::ALL AMERICAN ASPHALT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 106835 | A detailed description of where the material sample was collected | Belt Cut at All American Perris 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 | JMF Verification ID |
Test Details
DIME Sample ID: 2020-06-03-3
DIME Test ID: 2020-06-03-3-5
Testing Lab: CT - 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: 2020-06-17
Test Results
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 06/15/2020
Grading designation: C
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4755 grams
Mass of sample on No.12 sieve (after 500 revolutions): 3867 grams
Percent loss after 100 revolutions:5 %
Percent loss after 500 revolutions:23 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 06/17/2020 ✔