Summary for Test 2020-05-06-40-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214426 DEA: 030A5704 EFIS: 0300020593 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-13.3/R18.2 |
| Award Date | 01/02/2020 |
| Closeout Date | 07/15/2025 |
| Work Description | Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK. |
| Location Description | YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/06/2020 | Sample type | Verification |
| A brief description of the sample | 3/4 inch HMA w/RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Source | First name of sampler or witnessed by | K |
| Last name of sampler or witnessed by | Mchugh | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Hallwood | |
| 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) | 91-58-0006::HALLWOOD PLANT |
|---|---|---|---|
| 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 | Cold Feed | |
| Where the material sample would have been placed if not sampled | 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: 2020-05-06-40
DIME Test ID: 2020-05-06-40-2
Testing Lab: CT D03 - Olivehurst Northern 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: 2020-09-04
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: Jeff Herbert
Date of test: 05/14/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 91 %
Weighted average percentage of fractured, coarse, 1 faced particles: 96 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): JMF 20-021
Test was verified on 9/4/2020 ✔