Summary for Test 2020-07-13-53-1
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214802 DEA: 031G7004 EFIS: 0319000135 |
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DIST-CO-RTE-PM | 03-SUT-99-28.0/30.6 |
Award Date | 05/18/2020 |
Closeout Date | 03/16/2021 |
Work Description | COLD PLANE AC PAVEMENT, RHMA OVERLAY, & INDUCTIVE LOOP DETECTORS. |
Location Description | SUTTER COUNTY IN AND NEAR YUBA CITY FROM 0.1 MILE NORTH OF SMITH ROAD TO ROUTE 20 |
QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
Sample Taken Date | 07/13/2020 | Sample Unique Key | 53 |
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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 | 07/14/2020 |
Sample type | Verification | A brief description of the sample | 3/4" RHMA-G |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | DSG Personnel | Last name of sampler or witnessed by | DSG Personnel |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF20-030 | Linked DIME Sample ID | 2020-07-22-57 |
The fabricator/manufacturer/facility name | DeSilva Gates Aggregates-Marysville | Transportation Laboratory (TL) Number | c723256 |
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) | 91-58-0001::WESTERN AGGREGATES |
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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 | 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
DIME Sample ID: 2020-07-13-53
DIME Test ID: 2020-07-13-53-1
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: 2021-02-10
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: Thomas Stinnett
Date of test: 07/20/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters): JMF20-030. Test date estimated.
Test was verified on 2/10/2021 ✔