Summary for Test 2018-05-27-1-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213058 DEA: 010G6804 EFIS: 0117000045 |
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DIST-CO-RTE-PM | 01-MEN-253-0.0-17.6 / 30-28.4 / 23.3-19.8 |
Award Date | 03/22/2018 |
Closeout Date | 08/07/2019 |
Work Description | COLD PLANE, PLACE HMA AND MICROSURFACING |
Location Description | MENDOCINO COUNTY NEAR BOONVILLE FROM 0.5 MILE WEST OF ANDERSON CREEK BRIDGE TO ROUTE 253/101 SEPARATION |
QA Service Level | 1 (Verified on 04/27/2018) |
Sample Information
Sample Taken Date | 05/27/2018 | Sample Unique Key | 1 |
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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 | 05/30/2018 |
Sample type | Verification | A brief description of the sample | 3/4 Cold feed |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jack | Last name of sampler or witnessed by | Martin |
Title of sampler | TET | Telephone number of sampler | Unknown |
Laboratory sample identification | 61953 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | 978561 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-23-0015::HARRIS QUARRY |
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The fabricator's/manufacturer's product name for the sample | 1417 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Not set |
Sublot number | Not set | Aggregate Mix Number | Not set |
HMA Pay | No |
Test Details
DIME Sample ID: 2018-05-27-1
DIME Test ID: 2018-05-27-1-2
Testing Lab: CT D01 - District 1 Materials 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: 2018-07-24
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: Leif Ayres
Date of test: 07/24/2018
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/24/2018 ✔