DIME » All Projects » Project - DEA: 023H32U4 » Sample 2024-03-19-58 » Sample Details

Sample Record

DIME Sample ID 2024-03-19-58

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Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date03/19/2024 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing03/19/2024 Sample typeProduction Start-Up
A brief description of the sample2 bags of Combined Lime Treated 3/4-inch Aggregate The quantity of what the sample constitutesJMF Verification / Production Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79451B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA)
Transportation Laboratory (TL) Number866068 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Asphalt
Aggregate SizeCombined, 1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2024-05-1: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-03-19-58-2

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2024-03-19-58-1AASHTO 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)Joe Mishoe, CT D02 - Redding Northern Regional Laboratory03/26/202405/09/2024
Yes
05/09/2024Pbr(uncorrected)=5.73%, Pbr≈5.14%Public - Test Data Visible
2024-03-19-58-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Josh Murphy, CT D02 - Redding Northern Regional Laboratory03/27/202405/09/2024
Yes
05/09/2024Psr1=100.%, Psr¾=100.%, Psr½=94%, Psr№4=58%, Psr№8=41%, Psr№30=21%, Psr№200=8.1%Public - Test Data Visible
2024-03-19-58-4AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Josh Murphy, CT D02 - Redding Northern Regional Laboratory03/22/202405/09/2024
Yes
05/09/2024Gmmr=2.535, Gser≈2.749Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2024-03-19-58-1 AASHTO T308-10 (Verified)
DIME Test ID: 2024-03-19-58-2 AASHTO T30-19 (Verified)
DIME Test ID: 2024-03-19-58-4 AASHTO T209-12 (Verified)