Summary for Test 2020-04-23-6-6
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 214481 DEA: 073118U4 EFIS: 0719000209 |
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DIST-CO-RTE-PM | 07-LA-107-0.0/4.8 |
Award Date | 12/31/2019 |
Closeout Date | 11/03/2021 |
Work Description | PLACE RHMA AND JPCP, AND MODIFY ELECTRICAL SYSTEM. |
Location Description | LOS ANGELES COUNTY IN TORRANCE FROM ROUTE 1 TO REDONDO BEACH BOULEVARD |
QA Service Level | 1 (Verified on 02/28/2020) |
Sample Information
Sample Taken Date | 04/23/2020 | Sample Unique Key | 6 |
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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 | 05/01/2020 |
Sample type | Verification | A brief description of the sample | 3/4 RHMA-G-SP Aggregate |
The quantity of what the sample constitutes | JMF 4 Bags | 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 | 0206G-20 | 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 RHMA-G-SP | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 226108A | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale 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: 2020-04-23-6
DIME Test ID: 2020-04-23-6-6
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: 2020-05-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 05/05/2020
Clay Level (Test 1): 7.3
Sand Level (Test 1): 3.8
Clay Level (Test 2): 7.3
Sand Level (Test 2): 3.8
Clay Level (Test 3): 7.2
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 53
Sand Equivalent (Test 2): 53
Sand Equivalent (Test 3): 52
Sand Equivalent: 53
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2020 ✔