Summary for Test 2023-07-25-65-3
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214451 DEA: 07303704 EFIS: 0714000035 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-8.0/27.3 |
| Award Date | 12/19/2019 |
| Closeout Date | 05/07/2024 |
| Work Description | REPLACE CONCRETE BARRIERS. |
| Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 07/25/2023 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/03/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 HMA-A | The quantity of what the sample constitutes | 120 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | victor |
| Last name of sampler or witnessed by | Pham | Title of sampler | |
| Telephone number of sampler | 2137924794 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Mix 3/4 HMA-A | The fabricator/manufacturer designation for the sample | |
| The plant number | Irwindale | A detailed description of where the material sample was collected | Belt Discharge |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 10579 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-25-65
DIME Test ID: 2023-07-25-65-3
Testing Lab: CT D07 - Plant Services, Unit 1841
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: 2023-08-28
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Truong
Date of test: 08/05/2023
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.6
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.7
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 64
Sand Equivalent: 66
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/28/2023 ✔