Summary for Test 2019-10-25-10-5
Test performed: AASHTO T96-02r10Project Information
Project Identifiers | Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 |
---|---|
DIST-CO-RTE-PM | 08-SBD-215-0.6/1.7 |
Award Date | 10/17/2017 |
Closeout Date | 04/23/2020 |
Work Description | (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA. |
Location Description | Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60. |
QA Service Level | 1 (Verified on 12/11/2017) |
Sample Information
Sample Taken Date | 10/25/2019 | Sample Unique Key | 10 |
---|---|---|---|
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 | 10/29/2019 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
The quantity of what the sample constitutes | PSUE 4 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 | 0668A-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 | 224112 CORD SJR |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Corona 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
DIME Sample ID: 2019-10-25-10
DIME Test ID: 2019-10-25-10-5
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: 2020-05-07
Test Results
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 11/08/2019
Grading designation: B
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4907 grams
Mass of sample on No.12 sieve (after 500 revolutions): 4309 grams
Percent loss after 100 revolutions: 2 %
Percent loss after 500 revolutions: 14 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2020 ✔