Sample Record

Owner Lab

  • CT HQ - Hot Mix Asphalt Laboratory

DIME Sample ID 2019-04-05-19

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 9999
DEA: 00000000
EFIS: 0000000000
COOP: 99999333399
MINOR: 333333
Permit Numbers: 555555 0400NRT0000
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level1 (Verified on 04/05/2013)

Sample Information

Sample Taken Date04/05/2019 Sample Unique Key19
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 testing04/10/2019
Sample typeVerification A brief description of the sampleUntreated 3/4" Virgin Aggregate
The quantity of what the sample constitutesAggregate for JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byNeale Last name of sampler or witnessed byB
Title of samplerNA Telephone number of sampler
Laboratory sample identification19-J-003 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite, Arvin Transportation Laboratory (TL) NumberC772606
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure nameNA

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-15-0024::ARVIN PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedHMA Plant Cold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2019-88

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-04-05-19-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory04/10/2019Clinton Edmiston
Yes
12/16/2019
2019-04-05-19-2AASHTO 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 EdmistonCT HQ - Hot Mix Asphalt Laboratory04/10/2019Clinton Edmiston
Yes
12/16/2019
2019-04-05-19-3AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory04/10/2019Clinton Edmiston
Yes
12/16/2019
2019-04-05-19-4AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory04/10/2019Clinton Edmiston
Yes
12/16/2019
2019-04-05-19-5ASTM 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 EdmistonCT HQ - Hot Mix Asphalt Laboratory04/10/2019Clinton Edmiston
Yes
12/16/2019
2019-04-05-19-6CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory04/10/2019Clinton Edmiston
Yes
12/16/2019
2019-04-05-19-7AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory04/10/2019Clinton Edmiston
Yes
12/16/2019
2019-04-05-19-8AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory04/10/2019Clinton Edmiston
Yes
12/16/2019