DIME » All Projects » Project - DEA: 021H5904 » Sample 2026-06-11-72 » Sample Details

Sample Record

DIME Sample ID 2026-06-11-72

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Project Information

Project IdentifiersProject ID: 994859
DEA: 021H5904
EFIS: 0216000025
DIST-CO-RTE-PM02-SIS-96-43.5,57.0
Award Date08/07/2023
Closeout DateNot set
Work DescriptionREPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING.
Location DescriptionSISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\\\'S FERRY ROAD AND AT PORTUGUESE CREEK
QA Service Level1 (Verified on 08/10/2023)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date06/11/2026 Sample Unique Key72
Date that the sample was received by the laboratory/organization performing the testing06/11/2026 Sample typeAcceptance
A brief description of the sample4 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) The quantity of what the sample constitutes750 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byGiuliano
Last name of sampler or witnessed byGiuntoli Title of sampler
Telephone number of sampler Laboratory sample identificationD80226
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
Transportation Laboratory (TL) Number847563 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 number1
Sublot number HMA Mix NumberJMF2610001
Binder content (%)4.7 Virgin binder PG PG 58-34M
Design binder PG PG 64-28M Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)24 WMA AdditivesNo
Antistrip type1.0% Lime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-06-11-72-1AASHTO 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 Laboratory06/11/202607/20/2026
Yes
07/20/2026Pb=4.22%Public - Test Data Visible
2026-06-11-72-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Dacota Mei, CT D02 - Redding Northern Regional Laboratory07/01/202607/20/2026
Yes
07/20/2026The gradation appears to be coarse on 1/2″, № 4, and № 8 sieves.Public - Test Data Visible
2026-06-11-72-3AASHTO 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 Laboratory06/16/202607/20/2026
Yes
07/20/2026Gmm=2.614Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2026-06-11-72-1 AASHTO T308-10 (Verified)
DIME Test ID: 2026-06-11-72-2 AASHTO T30-19 (Verified)
DIME Test ID: 2026-06-11-72-3 AASHTO T209-12 (Verified)