Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-08-20-86

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 995538
DEA: 024H0604
EFIS: 0218000073
DIST-CO-RTE-PM02-PLU,PLU-36-
Award Date11/05/2024
Closeout DateNot set
Work DescriptionCHESTER CAUSEWAY REHAB
Location DescriptionLASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date08/20/2025 Sample Unique Key86
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 testing09/04/2025
Sample typeAcceptance A brief description of the sample10 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28) with 25.0% RAP and virgin PG 58-34 binder from Albina (K-Falls)
The quantity of what the sample constitutes20,000 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD80035 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) Transportation Laboratory (TL) Number876954
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number
Binder content (%)6.2 Virgin binder PG
Design binder PG PG 64-28 Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)25 WMA AdditivesNo
Antistrip type1.0% Lime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-08-20-86-1AASHTO 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 Laboratory09/10/202509/22/2025
Yes
09/22/2025Gmm=2.420Public - Test Data Visible
2025-08-20-86-2AASHTO 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 Laboratory09/15/202509/22/2025
Yes
09/22/2025Pb=5.55%, TV=6.20%Public - Test Data Visible
2025-08-20-86-3AASHTO 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 Laboratory09/11/202509/22/2025
Yes
09/22/2025Gmb=2.318Public - Test Data Visible
2025-08-20-86-4AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory09/22/202509/22/2025
Yes
09/22/2025Pa=4.2%Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-08-20-86-1 AASHTO T209-12 (Verified)
DIME Test ID: 2025-08-20-86-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-08-20-86-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2025-08-20-86-4 AASHTO T269-14 (Verified)