Sample Record

Owner Lab

  • CT HQ - Hot Mix Asphalt Laboratory

DIME Sample ID 2019-11-12-9

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date11/12/2019 Sample Unique Key9
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Control A brief description of the samplefor JMF QC
The quantity of what the sample constitutesJMF4 bags From where was the sample collectedSource
First name of sampler or witnessed byDonald Last name of sampler or witnessed byTest
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSYAR Lake Herman Drum Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-48-0002::LAKE HERMAN QUARRY
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 collectedHot Drop at the Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID JMF3512-2019-145-311101510-LD_TEST

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-11-12-9-1AASHTO 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 Laboratory11/12/2019Clinton Edmiston
Yes
11/12/2019
2019-11-12-9-2AASHTO 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 Laboratory11/12/2019Clinton Edmiston
Yes
11/12/2019
2019-11-12-9-3AASHTO 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 Laboratory11/12/2019Clinton Edmiston
Yes
11/12/2019
2019-11-12-9-4AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory11/12/2019Clinton Edmiston
Yes
11/12/2019
2019-11-12-9-5ASTM 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 Laboratory11/12/2019Clinton Edmiston
Yes
11/12/2019
2019-11-12-9-6CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory11/12/2019Clinton Edmiston
Yes
11/12/2019
2019-11-12-9-7AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory11/12/2019Clinton Edmiston
Yes
11/12/2019
2019-11-12-9-8AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Clinton EdmistonCT HQ - Hot Mix Asphalt Laboratory11/12/2019Clinton Edmiston
Yes
11/12/2019

Test Card Drafts

Material TypeTest MethodSaved ByDate SavedActions
No drafts of tests saved for your Sample.