Summary for Test 2020-07-31-14-6
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214901 DEA: 044Q3304 EFIS: 0419000378 |
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DIST-CO-RTE-PM | 04-CC-24-R0.4/1.0 |
Award Date | 06/12/2020 |
Closeout Date | 04/12/2021 |
Work Description | COLD PLANE PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT. |
Location Description | CONTRA COSTA COUNTY FROM FISH RANCH ROAD TO 0.2 MILE WEST OF GATEWAY BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
Sample Taken Date | 07/31/2020 | Sample Unique Key | 14 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 12/31/2019 |
Sample type | Verification | A brief description of the sample | Mix Aggregates to use in 1/2" RHMA-O-WMA |
The quantity of what the sample constitutes | 18 Bags (Shipped in 3 group of 6) | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Lisa | Last name of sampler or witnessed by | Nordine |
Title of sampler | QC Lab Tech | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | DSG Sunol Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0007 |
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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 | Sample collected from DSG Sonul | |
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
DIME Sample ID: 2020-07-31-14
DIME Test ID: 2020-07-31-14-6
Testing Lab: CT D04 - Hayward DME / District 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: 2020-08-19
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: Reza Dineli
Date of test: 08/06/2020
Percentage of fractured, coarse, 2 faced particles tested: 96 %
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 8/19/2020 ✔