Sample Record

Owner Lab

  • CT D05 - Field Laboratory

DIME Sample ID 2020-01-31-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214634
DEA: 051M2404
EFIS: 0519000085
DIST-CO-RTE-PM05-SB-101-21.8/22.0
Award DateNot set
Closeout DateNot set
Work DescriptionGoleta Cross Slope Correction
Location DescriptionNot set
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date01/31/2020 Sample Unique Key1
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 testing01/31/2020
Sample typeVerification A brief description of the sample6 bags virgin 1 bag LSM
The quantity of what the sample constitutesVerification Testing From where was the sample collectedManufacturer
First name of sampler or witnessed bySal Last name of sampler or witnessed byZamora
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Garey 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)91-42-0014
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
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 JMF3513-2020-93

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-01-31-1-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Daniel GingrasCT D05 - Field Laboratory02/03/2020Daniel Gingras
Yes
02/03/2020Lime Treated Combined Aggregate without RAP
2020-01-31-1-2AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Daniel GingrasCT D05 - Field Laboratory02/12/2020Daniel Gingras
Yes
02/12/2020
2020-01-31-1-3AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Daniel GingrasCT D05 - Field Laboratory02/12/2020Daniel Gingras
Yes
02/12/2020
2020-01-31-1-4AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Daniel GingrasCT D05 - Field Laboratory02/13/2020Daniel Gingras
Yes
02/13/2020
2020-01-31-1-5AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Daniel GingrasCT D05 - Field Laboratory02/13/2020Daniel Gingras
Yes
02/13/2020
2020-01-31-1-6AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Daniel GingrasCT D05 - Field Laboratory02/13/2020Daniel Gingras
Yes
02/13/2020
2020-01-31-1-7AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Daniel GingrasCT D05 - Field Laboratory02/13/2020Daniel Gingras
Yes
02/13/2020
2020-01-31-1-8ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Daniel GingrasCT D05 - Field Laboratory02/18/2020Daniel Gingras
Yes
02/18/2020
2020-01-31-1-9CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Daniel GingrasCT D05 - Field Laboratory02/14/2020Daniel Gingras
Yes
02/18/2020
2020-01-31-1-10AASHTO 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)Daniel GingrasCT D05 - Field Laboratory02/18/2020Daniel Gingras
Yes
02/18/2020