Summary for Test 2022-01-26-3-5
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
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DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 01/26/2022 | Sample Unique Key | 3 |
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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 | 01/26/2022 |
Sample type | Aggregate Prequalification Program | A brief description of the sample | 1/2 HMA A SPWEO |
The quantity of what the sample constitutes | JMF 3 bags cold feed | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | RJ Noble Orange | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 40R2508SPWEO | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ Noble Orange | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
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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 | Belt Cut at RJ Noble Orange Plant | |
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: 2022-01-26-3
DIME Test ID: 2022-01-26-3-5
Testing Lab: RJ Noble Company
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: 2022-02-18
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Input Type: Calculated
Tester's full name: Drake Gustafson
Date of test: 02/17/2022
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/18/2022 ✔