Summary for Test 2020-11-18-13-6
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 214029 DEA: 07301104 EFIS: 0714000009 |
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DIST-CO-RTE-PM | 07-LA-60,710-710-R2.8/11.8, 24.1/25.1 |
Award Date | 06/03/2019 |
Closeout Date | 10/17/2023 |
Work Description | Roadway ex, place jointed plain concrete pavement & concrete barrieres |
Location Description | In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation. |
QA Service Level | 1 (Verified on 06/25/2019) |
Sample Information
Sample Taken Date | 11/18/2020 | Sample Unique Key | 13 |
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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 | 11/19/2020 |
Sample type | Verification | A brief description of the sample | PSUE 1/2" RHMA-G-SP 1.0% LAS |
The quantity of what the sample constitutes | 2 Bags Of Coldfeed Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Louis and Ceasar | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0674G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt-Corona | 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) | 91-33-0005 |
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The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
The plant number | 106836 | A detailed description of where the material sample was collected | Belt Cut at All American Corona Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-11-18-13
DIME Test ID: 2020-11-18-13-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2020-12-01
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 11/24/2020
Clay Level (Test 1): 5
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.9
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 71
Sand Equivalent (Test 3): 70
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/1/2020 ✔