Summary for Test 2020-06-18-20-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214695 DEA: 120R8604 EFIS: 1219000048 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-28.3/31.8 |
| Award Date | 04/02/2020 |
| Closeout Date | 01/04/2021 |
| Work Description | COLD PLANE AC PVMT AND PLACE RHMA. |
| Location Description | ORANGE COUNTY IN TUSTIN AND SANTA ANA FROM TUSTIN RANCH ROAD UNDERCROSSING TO GRAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
| Sample Taken Date | 06/18/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/26/2020 | Sample type | Verification |
| A brief description of the sample | 3/4" RWMA-G-SP Aggregate | The quantity of what the sample constitutes | PSU 4 bags Combined |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | V |
| Last name of sampler or witnessed by | Pham | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0380G-20 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | R J Noble 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) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 Inch RWMA-G-SP | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 49R003ARSPWEO | A detailed description of where the material sample was collected | Conveyor Belt |
| 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: 2020-06-18-20
DIME Test ID: 2020-06-18-20-2
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: 2020-07-02
Test Results
Method: 2 - Individual 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: 06/30/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2020 ✔