DIME » All Projects » Project - DEA: 024F90U4 » Sample 2026-08-13-81 » Sample Details

Sample Record

DIME Sample ID 2026-08-13-81

Project Information

Project IdentifiersProject ID: 1001371
DEA: 024F90U4
EFIS: 0224000157
DIST-CO-RTE-PM02-SIS-96-41.0/41.8
Award DateNot set
Closeout DateNot set
Work DescriptionHMA PAVEMENT, ELECTRICAL, LANDSCAPING AND DRAINAGE.
Location DescriptionSISKIYOU COUNTY AT AND NEAR HAPPY CAMP FROM INDIAN CREEK BRIDGE TO 0.2 MILE EAST OF DAVIS ROAD
QA Service Level1 (Verified on 07/08/2025)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date08/13/2026 Sample Unique Key81
Date that the sample was received by the laboratory/organization performing the testing08/13/2026 Sample typeProduction Start-Up
A brief description of the sample2 Bags RAP The quantity of what the sample constitutesProduction Start Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byGiuliano
Last name of sampler or witnessed byGiuntoli Title of samplerJET
Telephone number of sampler Laboratory sample identificationD80338B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding CA
Transportation Laboratory (TL) Number845655 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2026-09-4: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22026-08-13-81-3

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-08-13-81-1AASHTO 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 Laboratory08/18/202609/09/2026
Yes
09/09/2026Gmm=2.592, Gser≈2.774Public - Test Data Visible
2026-08-13-81-2AASHTO 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 Laboratory08/25/202609/09/2026
Yes
09/09/2026Pbr(uncorrected)=5.70%, Pbr≈4.22%Public - Test Data Visible
2026-08-13-81-3AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Sean McWithey, CT D02 - Redding Northern Regional Laboratory08/26/202609/09/2026
Yes
09/09/2026Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2026-08-13-81-1 AASHTO T209-12 (Verified)
DIME Test ID: 2026-08-13-81-2 AASHTO T308-10 (Verified)
DIME Test ID: 2026-08-13-81-3 AASHTO T30-19 (Verified)