DIME » All Projects » Project - DEA: 022K5404 » Sample 2025-10-10-31 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-10-10-31

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1000957
DEA: 022K5404
EFIS: 0225000091
DIST-CO-RTE-PM02---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 03/21/2025)

Sample Information

Sample Taken Date10/10/2025 Sample Unique Key31
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 testing10/10/2025
Sample typeProduction Start-Up A brief description of the sample2 Bags RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation 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 identificationD80082B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) — Latona Aggregates (Anderson, CA) Transportation Laboratory (TL) Number876965
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2025-10-20: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22025-10-10-31-3

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-10-10-31-1AASHTO 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 Laboratory10/15/202510/21/2025
Yes
10/22/2025Gmm=2.571Public - Test Data Visible
2025-10-10-31-2AASHTO 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 Laboratory10/16/202510/21/2025
Yes
10/22/2025Pb (uncorrected)=5.47% Pb≈4.11%Public - Test Data Visible
2025-10-10-31-3AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Sean McWithey, CT D02 - Redding Northern Regional Laboratory10/20/202510/21/2025
Yes
10/22/2025Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-10-10-31-1 AASHTO T209-12 (Verified)
DIME Test ID: 2025-10-10-31-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-10-10-31-3 AASHTO T30-19 (Verified)