Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-09-19-56

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 993331
DEA: 023H6904
EFIS: 0218000010
DIST-CO-RTE-PM02-PLU-89-30/R42.1
Award Date11/21/2024
Closeout DateNot set
Work DescriptionALMANOR WEST REHAB - ROADWAY REHABILITATION
Location DescriptionIN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36.
QA Service Level1 (Verified on 10/14/2021)

Sample Information

Sample Taken Date09/19/2025 Sample Unique Key56
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 testing09/25/2025
Sample typeAcceptance A brief description of the sample12 Boxes of Lime Treated 3/4-inch HMA-A, w/ 24% RAP, PG 58-34 Albina (K-Falls)
The quantity of what the sample constitutes20,000 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWhite
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD80061 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) Transportation Laboratory (TL) Number848634
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 (%)5.9 Virgin binder PG
Design binder PG PG 64-28 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
2025-09-19-56-1AASHTO 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 Laboratory09/25/202510/15/2025
Yes
10/15/2025Gmm=2.408Public - Test Data Visible
2025-09-19-56-2AASHTO 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 Laboratory10/06/202510/15/2025
Yes
10/15/2025Pb=5.39%, TV=5.85%Public - Test Data Visible
2025-09-19-56-3AASHTO 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 Laboratory10/10/202510/15/2025
Yes
10/15/2025S1=64 psi, S2=54 psi, TSR=85%Public - Test Data Visible
2025-09-19-56-4AASHTO 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 Laboratory10/01/202510/15/2025
Yes
10/15/2025Gmb=2.263Public - Test Data Visible
2025-09-19-56-5AASHTO 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 Laboratory10/02/202510/15/2025
Yes
10/15/2025Pa=6.0%Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-09-19-56-1 AASHTO T209-12 (Verified)
DIME Test ID: 2025-09-19-56-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-09-19-56-3 AASHTO T283-14 (Verified)
DIME Test ID: 2025-09-19-56-4 AASHTO T275-07r12 (Verified)
DIME Test ID: 2025-09-19-56-5 AASHTO T269-14 (Verified)