Summary for Test 2021-05-12-62-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 214300 DEA: 07343404 EFIS: 0718000018 |
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DIST-CO-RTE-PM | 07-LA-39-31.2 |
Award Date | 10/30/2019 |
Closeout Date | 05/06/2024 |
Work Description | IN LOS ANGELES COUNTY, ON ROUTE 39 AT NORTH FORK SAN GABRIEL RIVER BRIDGE (BR. NO. 53-3069) REPLACE BRIDGE |
Location Description | IN LOS ANGELES COUNTY ABOUT 19 MILES NORTH OF AZUSA AT NORTH FORK SAN GABRIEL RIVER BRIDGE |
QA Service Level | 1 (Verified on 12/20/2019) |
Sample Information
Sample Taken Date | 05/12/2021 | Sample Unique Key | 62 |
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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 | 06/21/2021 |
Sample type | Verification | A brief description of the sample | JMF 3/4" WMA-A-SP R15 0.25% EVO |
The quantity of what the sample constitutes | 3 Bags Coldfeed Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Irwindale | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0377A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials Irwindale | 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) | 91-19-0035::FISH CANYON QUARRY |
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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 | |
The plant number | 220830 IRW LTR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Materials-Irwindale |
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 | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-12-62
DIME Test ID: 2021-05-12-62-5
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: 2021-07-06
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 06/30/2021
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 71
Sand Equivalent (Test 3): 68
Sand Equivalent: 70
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2021 ✔