DIME » All Projects » Project - DEA: 024H03U4 » Sample 2025-08-07-55 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-08-07-55

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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 DateNot set
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)

Sample Information

Sample Taken Date08/07/2025 Sample Unique Key55
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 testing08/22/2025
Sample typeVerification A brief description of the sample12 boxes of Lime Treated 3/4-inch Type A HMA with 22.0% RAP and virgin PG 58-34 from Albina – Klamath Falls
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 identificationD780014 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) Transportation Laboratory (TL) Number857992
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 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
2025-08-07-55-1AASHTO 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 Laboratory08/26/202509/08/2025
Yes
09/09/2025Gmm=2.461Public - Test Data Visible
2025-08-07-55-2AASHTO 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 Laboratory08/26/202509/08/2025
Yes
09/09/2025Pb=5.58%Public - Test Data Visible
2025-08-07-55-3AASHTO 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 Laboratory08/26/202509/08/2025
Yes
09/09/2025Gmb=2.347Public - Test Data Visible
2025-08-07-55-4AASHTO 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 Laboratory08/26/202509/08/2025
Yes
09/09/2025Pa=4.6%Public - Test Data Visible
2025-08-07-55-5AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Josh Ferency, CT D02 - Redding Northern Regional Laboratory09/05/202509/09/2025
Yes
09/09/2025S1=109 psi, S2=99 psi, TSR=91%Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-08-07-55-1 AASHTO T209-12 (Verified)
DIME Test ID: 2025-08-07-55-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-08-07-55-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2025-08-07-55-4 AASHTO T269-14 (Verified)
DIME Test ID: 2025-08-07-55-5 AASHTO T283-14 (Verified)