Sample Record

DIME Sample ID 2022-10-03-34

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Owner Lab

  • CT D07 - Materials Field Laboratory, Unit 1953

Sample Information

Sample Taken Date10/03/2022 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing10/05/2022 Sample typeDepartment Acceptance
A brief description of the sample3/4" HMA-A 220831A IRW LTR The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byVictor
Last name of sampler or witnessed byPham Title of samplerTET
Telephone number of sampler Laboratory sample identification22-0297
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials Irwindale
Transportation Laboratory (TL) Number1004A2 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix NumberNot set
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2022-10-03-34-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Daniel Gomez, CT D07 - Materials Field Laboratory, Unit 195310/06/202210/06/2022
No

Sample File Attachments

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Test File Attachments


DIME Test ID: 2022-10-03-34-1 AASHTO T209-12