Owner Lab
- CT HQ - Hot Mix Asphalt Laboratory
DIME Sample ID 2019-11-15-18
Sample is locked from editing. info
Project Information
Project Identifiers | DEA: No Project |
DIST-CO-RTE-PM | --- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project identifier for material not associated with a project |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 11/15/2019 |
Sample Unique Key | 18 |
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 | 11/15/2019 |
Sample type | Verification |
A brief description of the sample | Virgin 1/2-inch Type A Aggregate |
The quantity of what the sample constitutes | JMF Verification |
From where was the sample collected | Source |
First name of sampler or witnessed by | Adam |
Last name of sampler or witnessed by | Zeither |
Title of sampler | |
Telephone number of sampler | |
Laboratory sample identification | |
Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Pleasanton |
Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | |
Structure unique identifier | |
Structure name | |
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Material Information
Material Type | Aggregate |
Source Identification (SMARA or name of Pit) | 91-01-0010::CALMAT/PLEASANTON |
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 | Hot Drop |
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 |
JMF Verification ID | JMF3513-2019-80 |
Submitted Tests
DIME Test ID | Test Method | Tester Name | Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
2019-11-15-18-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Clinton Edmiston | CT HQ - Hot Mix Asphalt Laboratory | 11/15/2019 | Clinton Edmiston | Yes | 11/17/2019 | | |
2019-11-15-18-2 | AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler) | Clinton Edmiston | CT HQ - Hot Mix Asphalt Laboratory | 11/15/2019 | Clinton Edmiston | Yes | 11/17/2019 | | |
2019-11-15-18-3 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Clinton Edmiston | CT HQ - Hot Mix Asphalt Laboratory | 11/15/2019 | Clinton Edmiston | Yes | 11/17/2019 | | |
2019-11-15-18-4 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Clinton Edmiston | CT HQ - Hot Mix Asphalt Laboratory | 11/15/2019 | Clinton Edmiston | Yes | 11/17/2019 | | |
2019-11-15-18-5 | ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles) | Clinton Edmiston | CT HQ - Hot Mix Asphalt Laboratory | 11/15/2019 | Clinton Edmiston | Yes | 11/17/2019 | | |
2019-11-15-18-6 | CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index) | Clinton Edmiston | CT HQ - Hot Mix Asphalt Laboratory | 11/15/2019 | Clinton Edmiston | Yes | 11/17/2019 | | |
2019-11-15-18-7 | AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity) | Clinton Edmiston | CT HQ - Hot Mix Asphalt Laboratory | 11/15/2019 | Clinton Edmiston | Yes | 11/17/2019 | | |
2019-11-15-18-8 | AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity) | Clinton Edmiston | CT HQ - Hot Mix Asphalt Laboratory | 11/15/2019 | Clinton Edmiston | Yes | 11/17/2019 | | |
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