Summary for Test 2019-01-24-29-1
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 | 01/24/2019 | 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 | 01/24/2019 |
Sample type | Quality Control | A brief description of the sample | 1/2'' HMA-SP WMA |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
First name of sampler or witnessed by | Marina | Last name of sampler or witnessed by | Kamel |
Title of sampler | quality technician | Telephone number of sampler | 707-259-5708 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | 260 Ghillotti Ave, Santa Rosa | 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) | 91-49-0004::CANYON ROCK CO., INC. |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile @ Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-01-24-29
DIME Test ID: 2019-01-24-29-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-05-21
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 01/24/2019
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2019 ✔