Summary for Test 2021-05-11-31-9
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 | 05/11/2021 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 07/12/2021 |
| Sample type | Verification | A brief description of the sample | 1/2" untreated Virgin Aggregate |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Supplier |
| 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 Drum Plant | 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 | belt feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-11-31
DIME Test ID: 2021-05-11-31-9
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: 2021-08-12
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: Tom Stinnett
Date of test: 07/22/2021
Weighted average percentage of fractured, coarse, 2 faced particles: 92 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): JMF 21-028
Test was verified on 8/12/2021 ✔