Sample Record

Owner Lab

  • CT - Southern Regional Laboratory

DIME Sample ID 2020-06-15-19

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213603
DEA: 07301504
EFIS: 0714000020
DIST-CO-RTE-PM07-LA-1,10-R34.6/35.2,R2.1/18.4
Award Date11/19/2018
Closeout DateNot set
Work DescriptionREPLACING CONCRETE AND AC PAVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION
QA Service Level1 (Verified on 07/26/2019)

Sample Information

Sample Taken Date06/15/2020 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 testing06/23/2020
Sample typeAcceptance A brief description of the sample1/2" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes4 bags colfeed agg. From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Irvindale Last name of sampler or witnessed byJulio Martinez
Title of sampler Telephone number of sampler
Laboratory sample identification0361G-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFish Canyon - Irwindale 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)91-19-0035
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 collectedConveyor Belt
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-06-15-19-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Danilo FerrerCT - Southern Regional Laboratory06/24/2020Satish Jain
Yes
06/26/2020Combined Virgin Aggregate Gradation
2020-06-15-19-2AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Satish JainCT - Southern Regional Laboratory06/25/2020Satish Jain
Yes
06/26/2020
2020-06-15-19-3AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Danilo FerrerCT - Southern Regional Laboratory06/24/2020Satish Jain
Yes
06/26/2020
2020-06-15-19-4AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Danilo FerrerCT - Southern Regional Laboratory06/24/2020Satish Jain
Yes
06/26/2020
2020-06-15-19-5AASHTO 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)Danilo FerrerCT - Southern Regional Laboratory06/25/2020Satish Jain
Yes
06/26/2020
2020-06-15-19-6AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Danilo FerrerCT - Southern Regional Laboratory06/24/2020Satish Jain
Yes
06/26/2020
2020-06-15-19-7ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Satish JainCT - Southern Regional Laboratory06/25/2020Satish Jain
Yes
06/26/2020
2020-06-15-19-8AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Satish JainCT - Southern Regional Laboratory06/25/2020Satish Jain
Yes
06/26/2020