Summary for Test 2020-04-02-2-2
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 212827 DEA: 07296404 EFIS: 0713000031 |
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DIST-CO-RTE-PM | 07-LA-5,10,60-16.1/17.0,18.1/18.4,0.4/R1.0 |
Award Date | 01/18/2018 |
Closeout Date | 09/03/2020 |
Work Description | PLACE ROCK BLANKET, MINOR CONCRETE, AND WEED CONTROL MAT. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM EUCLID AVENUE UNDERCROSSING TO SEVENTH STREET OVERCROSSING AND ON ROUTE 10 FROM LA RIVER TO ROUTE 5 AND ON ROUTE 60 FROM SOTO STREET UNDERCROSSING TO EAST OF EUCLID AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 06/14/2019) |
Sample Information
Sample Taken Date | 04/02/2020 | Sample Unique Key | 2 |
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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 | 04/03/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4 WMA-A-SP R15 |
The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Sun Valley | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0183A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Sun Valley | 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) | 91-19-0017, 91-19-0019, 91-19-0021 |
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The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 22086 SVA SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley 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
DIME Sample ID: 2020-04-02-2
DIME Test ID: 2020-04-02-2-2
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: 2020-05-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 04/08/2020
Clay Level (Test 1): 5.2
Sand Level (Test 1): 4.3
Clay Level (Test 2): 5.2
Sand Level (Test 2): 4.4
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4.5
Sand Equivalent (Test 1): 83
Sand Equivalent (Test 2): 85
Sand Equivalent (Test 3): 84
Sand Equivalent: 84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2020 ✔