Summary for Test 2024-07-12-50-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91,605-R16.6/R16.8,R0.0/R10.4 |
| Award Date | 06/20/2023 |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
| Sample Taken Date | 07/12/2024 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 07/16/2024 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.75%LAS PG70-10 |
| The quantity of what the sample constitutes | 4 Bags of Comb. Agg, 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Vulcan QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0331A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials-Irwindale | 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 | 220992M IRW VLO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-07-12-50
DIME Test ID: 2024-07-12-50-7
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: 2024-07-31
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: 07/19/2024
Percentage of fractured, coarse, 2 faced particles tested: 99 %
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 7/31/2024 ✔