Summary for Test 2019-04-10-16-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213584 DEA: 074W2804 EFIS: 0718000113 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-6.3/11.2 |
| Award Date | 11/09/2018 |
| Closeout Date | 06/05/2020 |
| Work Description | APPLY SLURRY SEAL COAT AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | VENTURA COUNTY NEAR VENTURA FROM 0.1 MILE SOUTH OF PARKVIEW DRIVE TO ROUTE 150 |
| QA Service Level | 1 (Verified on 09/10/2018) |
Sample Information
| Sample Taken Date | 04/10/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 04/15/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP |
| The quantity of what the sample constitutes | PSE 4 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ezequiel | Last name of sampler or witnessed by | Ortega |
| Title of sampler | Granit QC Technician | Telephone number of sampler | |
| Laboratory sample identification | 0227A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite - Santa Paula | Transportation Laboratory (TL) Number | 913399 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0008::LITTLEROCK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP | The fabricator/manufacturer designation for the sample | 2126 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at 100 Tons |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-10-16
DIME Test ID: 2019-04-10-16-2
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: 2019-04-30
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: 04/18/2019
Percentage of fractured, coarse, 2 faced particles tested: 92 %
Percentage of fractured, coarse, 1 faced particles tested: 95 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2019 ✔