Summary for Test 2020-02-10-12-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214029 DEA: 07301104 EFIS: 0714000009 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60,710-710-R2.8/11.8, 24.1/25.1 |
| Award Date | 06/03/2019 |
| Closeout Date | 10/17/2023 |
| Work Description | Roadway ex, place jointed plain concrete pavement & concrete barrieres |
| Location Description | In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation. |
| QA Service Level | 1 (Verified on 06/25/2019) |
Sample Information
| Sample Taken Date | 02/10/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/12/2020 | Sample type | Verification |
| A brief description of the sample | 3/4 HMA-A-SP R15 | The quantity of what the sample constitutes | PSUE 4 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jose Ibarra |
| Last name of sampler or witnessed by | Roman | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0132A-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt-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) | 91-33-0005::ALL AMERICAN ASPHALT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 105793 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at All American Corona Plant |
| Where the material sample would have been placed if not sampled | Unknown | 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
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DIME Sample ID: 2020-02-10-12
DIME Test ID: 2020-02-10-12-6
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: 2020-03-17
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 02/14/2020
Clay Level (Test 1): 7.5
Sand Level (Test 1): 3.6
Clay Level (Test 2): 7.5
Sand Level (Test 2): 3.6
Clay Level (Test 3): 7.8
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 48
Sand Equivalent (Test 2): 48
Sand Equivalent (Test 3): 48
Sand Equivalent: 48
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/17/2020 ✔