Sample Record

Owner Lab

  • CT D04 - Concord Field Laboratory

DIME Sample ID 2024-08-15-79

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date08/15/2024 Sample Unique Key79
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 testing08/20/2024
Sample typeQuality Assurance A brief description of the sample3/4"HMA+15%RAP
The quantity of what the sample constitutes0-750 Tons From where was the sample collectedSource
First name of sampler or witnessed byJacob Last name of sampler or witnessed byVega
Title of samplerLab Technician Telephone number of sampler8316826277
Laboratory sample identificationCon_24_611 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Woodland Batch Plant Transportation Laboratory (TL) Number
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 number2
Sublot number16 HMA Mix Number30640432428P
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
2024-08-15-79-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Jacob Vega, CT D04 - Concord Field Laboratory08/20/202408/30/2024
Yes
08/30/2024LOT 2 SUBLOT 16 Theoretical maximum density at 25°C (77°F)=2492.4Public - Test Data Visible
2024-08-15-79-2AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)Jacob Vega, CT D04 - Concord Field Laboratory08/19/202408/30/2024
Yes
08/30/2024LOT 2 SUBLOT 16 Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2024-08-15-79-1 AASHTO T209-22 (Verified)
DIME Test ID: 2024-08-15-79-2 AASHTO T308-10 (Verified)