Summary for Test 2021-08-09-10-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214523 DEA: 07302504 EFIS: 0713000479 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-23-R3.3/R11.5 |
| Award Date | 02/06/2020 |
| Closeout Date | 12/10/2024 |
| Work Description | PLACE HMA AND JPCP AND INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | VENTURA COUNTY FROM ROUTE 101/23 SEPARATION TO NEW LOS ANGELES AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 03/17/2020) |
Sample Information
| Sample Taken Date | 08/09/2021 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 08/10/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 0.5% LAS |
| The quantity of what the sample constitutes | 10 Bags of Aggregate, 1 Bag of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | MD | Last name of sampler or witnessed by | Shajahan |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0457A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials-Sun Valley | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0035::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 220831 SVA MPC | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley 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: 2021-08-09-10
DIME Test ID: 2021-08-09-10-7
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: 2021-08-18
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: 08/13/2021
Percentage of fractured, coarse, 2 faced particles tested: 96 %
Percentage of fractured, coarse, 1 faced particles tested: 97 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2021 ✔