Summary for Test 2021-06-28-21-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 06/28/2021 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 06/30/2021 |
| Sample type | Quality Assurance | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 0.5% LAS |
| The quantity of what the sample constitutes | 3 Bags Combined Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Oluoha |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0395A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan 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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 224112A IRW SJR | 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 | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-28-21
DIME Test ID: 2021-06-28-21-5
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: 2021-07-09
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 07/06/2021
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.9
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 63
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2021 ✔