Summary for Test 2020-06-27-1-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 212600 DEA: 07293704 EFIS: 0713000239 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110,405-8.0/9.0,12.2/13.2 |
| Award Date | 02/27/2018 |
| Closeout Date | Not set |
| Work Description | WIDEN SHOULDER AND AUXILIARY LANE OF CONNECTOR. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR CARSON ON ROUTE 110 FROM 0.2 MILE NORTH OF TORRANCE BOULEVARD UNDERCROSSING TO 190TH STREET UNDERCROSSING AND ON ROUTE 405 FROM MAIN STREET UNDERCROSSING TO 190TH STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/03/2018) |
Sample Information
| Sample Taken Date | 06/27/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/30/2020 |
| Sample type | Verification | A brief description of the sample | 3/4" RMHA-G-SP 0.5% LAS |
| The quantity of what the sample constitutes | PSUE 3 Bags Combined Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Alejandro | Last name of sampler or witnessed by | Esparza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0390G-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 or name of Pit) | 91-33-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 106835 | A detailed description of where the material sample was collected | Belt Cut at All American Irwindale 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: 2020-06-27-1
DIME Test ID: 2020-06-27-1-6
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: 2020-07-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Kiet Phan
Date of test: 07/02/2020
Clay Level (Test 1): 4.6
Sand Level (Test 1): 3.5
Clay Level (Test 2): 4.6
Sand Level (Test 2): 3.6
Clay Level (Test 3): 4.8
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 77
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 75
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2020 ✔