Summary for Test 2023-05-31-63-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 993159 DEA: 08323034 EFIS: 0812000059 COOP: 081703 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-60-18.8/19.6 |
| Award Date | 05/04/2021 |
| Closeout Date | Not set |
| Work Description | Project Phase 2 (project) proposes to replace the existing hook ramp configuration along westbound (WB) SR-60 at the SR- 60/Moreno Beach Drive interchange with a partial cloverleaf configuration |
| Location Description | SR-60 & Moreno Beach Interchange |
| QA Service Level | 2 (Verified on 07/27/2021) |
Sample Information
| Sample Taken Date | 05/31/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/16/2023 | Sample type | Verification |
| A brief description of the sample | JMF 3/4" RHMA-G-SP 0.5% LAS | The quantity of what the sample constitutes | 4 Bags Of Agg, 1 Bag each of Scrap & Hi-Nat |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Victor |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0322G-23 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt- Perris | |
| 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) | 91-33-0005 |
|---|---|---|---|
| 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 All American Perris | |
| 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 | 106835 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-31-63
DIME Test ID: 2023-05-31-63-7
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: 2023-09-12
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: 06/27/2023
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 9/12/2023 ✔