Summary for Test 2020-05-14-33-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214300 DEA: 07343404 EFIS: 0718000018 |
|---|---|
| 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 | 05/14/2020 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/19/2020 | Sample type | Verification |
| A brief description of the sample | 1/2 WMA-A-SP R15 Aggregate and RAP | The quantity of what the sample constitutes | JMF 7 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Chris |
| Last name of sampler or witnessed by | Lucero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0259A-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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0035::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 WMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 320820A IRW LTR | 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 | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-14-33
DIME Test ID: 2020-05-14-33-6
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: 2020-06-02
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 05/23/2020
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.5
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 66
Sand Equivalent (Test 3): 70
Sand Equivalent: 68
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2020 ✔