Summary for Test 2019-12-15-1-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 212888 DEA: 07202124 EFIS: 0700020870 |
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DIST-CO-RTE-PM | 07-LA-710-20.9/24.6 |
Award Date | 02/16/2018 |
Closeout Date | 05/04/2022 |
Work Description | PAVEMENT REHABILITATION AND BRIDGE WIDENING |
Location Description | LOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING |
QA Service Level | 1 (Verified on 03/29/2018) |
Sample Information
Sample Taken Date | 12/15/2019 | Sample Unique Key | 1 |
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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 | 12/17/2019 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
The quantity of what the sample constitutes | PSUE 3 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | All American Asphalt Irvine | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0724A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt Irvine | 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::ALL AMERICAN ASPHALT |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 105793 |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at All American Irvine 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: 2019-12-15-1
DIME Test ID: 2019-12-15-1-5
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: 2020-03-17
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jose Mendez
Date of test: 12/21/2019
Clay Level (Test 1): 5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 77
Sand Equivalent (Test 3): 77
Sand Equivalent: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/17/2020 ✔