Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-08-13-74

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1000279
DEA: 023H70U4
EFIS: 0223000161
DIST-CO-RTE-PM02-TRI-299-15.0/25.7
Award Date08/09/2024
Closeout DateNot set
Work DescriptionRHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL.
Location DescriptionTRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD
QA Service Level1 (Verified on 04/30/2024)

Sample Information

Sample Taken Date08/13/2025 Sample Unique Key74
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 testing08/14/2025
Sample typeAcceptance A brief description of the sample8 boxes of 1/2-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero – Benicia
The quantity of what the sample constitutes10k Milestone From where was the sample collectedManufacturer
First name of sampler or witnessed byCGI Last name of sampler or witnessed byNot provided
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD79998 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number866071
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number
Binder content (%)7.5 Virgin binder PG PG 64-16
Design binder PG Binder SupplierValero (Benicia, CA)
RAP content (%)0 WMA AdditivesNo
Antistrip type1.0% Lime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-08-13-74-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Josh Ferency, CT D02 - Redding Northern Regional Laboratory08/19/202508/27/2025
Yes
08/27/2025Gmm=2.453Public - Test Data Visible
2025-08-13-74-2AASHTO 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)Sean McWithey, CT D02 - Redding Northern Regional Laboratory08/20/202508/27/2025
Yes
08/27/2025Pb=7.72%, TV=7.50%Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2025-08-13-74-1 AASHTO T209-12 (Verified)
DIME Test ID: 2025-08-13-74-2 AASHTO T308-10 (Verified)