Summary for Test 2021-05-21-22-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214228 DEA: 120N4904 EFIS: 1214000050 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-91-R12.5/R13.9 |
| Award Date | 11/29/2022 |
| Closeout Date | 11/07/2023 |
| Work Description | VEHICLE ENFORCEMENT FACILITY IMPROVEMENT AT PERALTA WEIGH STATION. |
| Location Description | ORANGE COUNTY IN ANAHEIM FROM 1.0 MILE EAST OF ROUTE 91/90 SEPARATION TO 0.5 MILE WEST OF WEIR CANYON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/13/2019) |
Sample Information
| Sample Taken Date | 05/21/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/03/2021 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" RWMA-G-SP 0.40% Evotherm | The quantity of what the sample constitutes | 3 Bags Of Combined Aggregate |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | All American Asphalt |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0330G-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt Corona | |
| 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 | 3/4 RWMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 108835 | A detailed description of where the material sample was collected | Belt Cut at All American Corona Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | 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: 2021-05-21-22
DIME Test ID: 2021-05-21-22-7
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: 2021-06-09
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: 06/08/2021
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 6/9/2021 ✔