Summary for Test 2024-07-08-20-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214345 DEA: 120P94U4 EFIS: 1217000076 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133-3.2/R4.1 |
| Award Date | 02/23/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY WIDENING, RESTRIPING AND DRAINAGE WORK. |
| Location Description | ORANGE COUNTY IN THE CITY OF LAGUNA BEACH FROM 0.2 MILE SOUTH OF EL TORO ROAD TO ROUTE 73/133 SEPARATION |
| QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
| Sample Taken Date | 07/08/2024 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/11/2024 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R15 0.75% LAS | The quantity of what the sample constitutes | 4 Bags of Combined Aggregate, 2 Bags of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Vulcan |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0320A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan-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) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Belt Cut at Vulcan Materials-Irwindale | |
| 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 | 220831M IRW LTR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-07-08-20
DIME Test ID: 2024-07-08-20-7
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: 2024-07-25
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: 07/13/2024
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 7/25/2024 ✔