Summary for Test 2022-11-02-13-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214524 DEA: 07304504 EFIS: 0714000067 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-57-R0.0/R4.5 |
| Award Date | 06/11/2020 |
| Closeout Date | 04/03/2025 |
| Work Description | CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK. |
| Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 11/02/2022 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 11/02/2022 |
| Sample type | Verification | A brief description of the sample | 3/4" RHMA-GR24 PG64-16RB.0.5% LAS |
| The quantity of what the sample constitutes | 3/4 Aggregate | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Mejia |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0724G | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fabricator Name | 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) | 91-19-0035, 91-36-0137 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Vulcan Irwindale | The fabricator/manufacturer designation for the sample | Fish Canyon Irwindale |
| The plant number | Vulcan Irwindale | A detailed description of where the material sample was collected | 4 Bags of Aggregate |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 226108A IRW LTR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-11-02-13
DIME Test ID: 2022-11-02-13-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2023-02-01
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 11/05/2022
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/1/2023 ✔