Summary for Test 2022-07-06-57-3
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993771 DEA: 07325204 EFIS: 0716000082 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R36.7/R37.1 |
| Award Date | 02/15/2022 |
| Closeout Date | 01/29/2024 |
| Work Description | San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs |
| Location Description | Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING |
| QA Service Level | 1 (Verified on 04/21/2022) |
Sample Information
| Sample Taken Date | 07/06/2022 | Sample Unique Key | 57 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/12/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA-A |
| The quantity of what the sample constitutes | 350 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 | Vulcan Irwindale | Transportation Laboratory (TL) Number | C0706A1 |
| 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) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 220831A IRW LTR | The fabricator/manufacturer designation for the sample | Pavement Overlay |
| 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 | Shoulder | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-06-57
DIME Test ID: 2022-07-06-57-3
Testing Lab: CT D07 - Plant Services
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: 2022-08-11
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: M.Comapas
Date of test: 07/20/2022
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.9
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.9
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 76
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2022 ✔