Summary for Test 2022-02-16-29-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 993252 DEA: 030H6504 EFIS: 0316000003 |
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DIST-CO-RTE-PM | 03-COL-20-34.8/36.5 |
Award Date | 11/17/2021 |
Closeout Date | 07/21/2023 |
Work Description | RDWY EXCAVATION, COLD PLANE AC PVMT, & OVERLAY. |
Location Description | COLUSA COUNTY 1.7 MILES EAST OF COLUSA FROM NIAGARA AVENUE TO 0.3 MILE WEST OF STEIDLMAYER ROAD |
QA Service Level | 1 (Verified on 09/27/2021) |
Sample Information
Sample Taken Date | 02/16/2022 | Sample Unique Key | 29 |
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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 | 02/16/2022 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A |
The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Teichert | Last name of sampler or witnessed by | Personel |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Materials Marysville | 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) | 91-58-0006 |
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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 | Manufacturer | |
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: 2022-02-16-29
DIME Test ID: 2022-02-16-29-2
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: 2022-06-14
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 Vang
Date of test: 02/24/2022
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): JMF22-008
Test was verified on 6/14/2022 ✔