Summary for Test 2020-09-21-18-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214845 DEA: 073W9004 EFIS: 0717000130 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-0.3/6.7 |
| Award Date | 05/22/2020 |
| Closeout Date | 08/05/2021 |
| Work Description | COLD PLANE AC PAVEMENT AND OVERLAY RUBBERIZED HOT MIX ASPHALT-G. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH FROM ATHERTON STREET UNDERCROSSING TO PACIFIC AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/27/2020) |
Sample Information
| Sample Taken Date | 09/21/2020 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 09/23/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 1/2" RHMA-G-SP, 1.0% LAS |
| The quantity of what the sample constitutes | 4 Bags Of Coldfeed Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mario | Last name of sampler or witnessed by | Sanchez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0546G-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 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 106836 | A detailed description of where the material sample was collected | Belt Cut at All American Asphalt 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 | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-09-21-18
DIME Test ID: 2020-09-21-18-6
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: 2020-09-28
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 09/25/2020
Clay Level (Test 1): 5.8
Sand Level (Test 1): 3.5
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.2
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 61
Sand Equivalent (Test 2): 62
Sand Equivalent (Test 3): 59
Sand Equivalent: 61
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/28/2020 ✔