DIME » All Projects » Project - DEA: 024H03U4 » Sample 2025-07-31-49 » Sample Details

Sample Record

DIME Sample ID 2025-07-31-49

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1000636
DEA: 024H03U4
EFIS: 0224000026
DIST-CO-RTE-PM02-PLU-89-12.9/20.0,20.6/21.0
Award Date12/20/2024
Closeout Date02/26/2026
Work DescriptionHMA OVERLAY.
Location DescriptionPLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
QA Service Level1 (Verified on 09/24/2024)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date07/31/2025 Sample Unique Key49
Date that the sample was received by the laboratory/organization performing the testing08/01/2025 Sample typeAcceptance
A brief description of the sample12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byDawn
Last name of sampler or witnessed bySloatermen Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79982
Linked DIME Sample ID The fabricator/manufacturer/facility nameHat Creek Construction and Materials — Shaw Pit (Lookout, CA)
Transportation Laboratory (TL) Number857966 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item52 - HOT MIX ASPHALT (TYPE A)

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number
Binder content (%)5.7 Virgin binder PG
Design binder PG PG 64-28 Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)22 WMA AdditivesNo
Antistrip typeLime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-07-31-49-1AASHTO 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 Laboratory08/05/202508/19/2025
Yes
08/19/2025Gmm=2.468Public - Test Data Visible
2025-07-31-49-2AASHTO 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 Laboratory08/08/202508/19/2025
Yes
08/19/2025Pb=5.35%, TV=5.67%Public - Test Data Visible
2025-07-31-49-3AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Josh Ferency, CT D02 - Redding Northern Regional Laboratory08/08/202508/19/2025
Yes
08/19/2025Gmb=2.354Public - Test Data Visible
2025-07-31-49-4AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Josh Ferency, CT D02 - Redding Northern Regional Laboratory08/08/202508/19/2025
Yes
08/19/2025Pa=4.6%Public - Test Data Visible
2025-07-31-49-5CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltJosh Murphy, CT D02 - Redding Northern Regional Laboratory08/15/202502/10/2026
Yes
02/10/2026Rut=0.1in.@N₁₅₀₀₀, Nf>15000, SIP>15000Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-07-31-49-1 AASHTO T209-12 (Verified)
DIME Test ID: 2025-07-31-49-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-07-31-49-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2025-07-31-49-4 AASHTO T269-14 (Verified)
DIME Test ID: 2025-07-31-49-5 CTM 389-19 (Verified)
File NameExtensionDate UploadedTest IDActions
D79982, 857966, 02-4H03U3, HWTpdf02/10/20262025-07-31-49-5   Info