Summary for Test 2021-06-25-5-6
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214216 DEA: 071XM404 EFIS: 0719000232 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-22.16, 22.16 |
| Award Date | 06/21/2019 |
| Closeout Date | 10/06/2022 |
| Work Description | This is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS |
| Location Description | Ventura County on Route 33 at PM.22.16. |
| QA Service Level | 1 (Verified on 08/27/2019) |
Sample Information
| Sample Taken Date | 06/25/2021 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/29/2021 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R25 No LAS | The quantity of what the sample constitutes | 4 Bags Of Coldfeed Agg., 2 Bags Of Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kevin |
| Last name of sampler or witnessed by | Brock | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0393A-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Company | |
| 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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 13762 | A detailed description of where the material sample was collected | Belt Cut at Granite Construction Co. |
| 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 | 1 | |
| Sublot number | 2 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-25-5
DIME Test ID: 2021-06-25-5-6
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: 2021-07-06
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: 07/03/2021
Percentage of fractured, coarse, 2 faced particles tested: 93 %
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 7/6/2021 ✔