Summary for Test 2020-04-13-3-6
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 213636 DEA: 07275104 EFIS: 0700000519 |
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DIST-CO-RTE-PM | 07-LA-1-38.3/38.7 |
Award Date | 11/27/2018 |
Closeout Date | 08/03/2023 |
Work Description | WIDEN LANES AND SHOULDERS, AND UPGRADE GUARD RAILS. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM 0.2 MILE NORTH OF TEMESCAL CANYON ROAD TO BAY CLUB DRIVE |
QA Service Level | 1 (Verified on 11/07/2019) |
Sample Information
Sample Taken Date | 04/13/2020 | Sample Unique Key | 3 |
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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 | 04/16/2020 |
Sample type | Verification | A brief description of the sample | 3/4 WMA-A-SP R15 Aggregates and RAP |
The quantity of what the sample constitutes | PSUE 12 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 | 0193A-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 | 220826 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: 2020-04-13-3
DIME Test ID: 2020-04-13-3-6
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: 2020-05-06
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 04/20/2020
Clay Level (Test 1): 5.5
Sand Level (Test 1): 4.4
Clay Level (Test 2): 5.7
Sand Level (Test 2): 4.5
Clay Level (Test 3): 5.7
Sand Level (Test 3): 4.4
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 78
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2020 ✔