Summary for Test 2023-01-28-2-3
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993828 DEA: 070W0704 EFIS: 0721000031 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.9/17.3 |
| Award Date | 06/27/2022 |
| Closeout Date | 10/02/2023 |
| Work Description | INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LONG BEACH FROM ROUTE 1/710 SEPARATION TO LOS ANGELES RIVER BRIDGE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 01/28/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 HMA-A | The quantity of what the sample constitutes | 800 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 Irvine | |
| Transportation Laboratory (TL) Number | C-0128A1 | 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 | 3/4 HMA-A R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | Irvine | 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 | 105793 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-01-28-2
DIME Test ID: 2023-01-28-2-3
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: 2023-02-08
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Truong
Date of test: 01/31/2023
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.6
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.7
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 62
Sand Equivalent: 64
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/8/2023 ✔