DIME » All Projects » Project - DEA: 023H6504 » Sample 2024-06-06-143 » Sample Details

Sample Record

DIME Sample ID 2024-06-06-143

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212778
DEA: 023H6504
EFIS: 0218000004
DIST-CO-RTE-PM02-SIS-5-25.2/38.6
Award Date10/13/2023
Closeout Date06/12/2025
Work DescriptionHMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL.
Location DescriptionSISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING
QA Service Level1 (Verified on 02/27/2019)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date06/06/2024 Sample Unique Key143
Date that the sample was received by the laboratory/organization performing the testing06/06/2024 Sample typeAcceptance
A brief description of the sample1 bag of Fine RAP (3/8-inch) The quantity of what the sample constitutes750 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byRiley
Last name of sampler or witnessed byMelvin Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79569
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ.F. Shea Construction — Fawndale and Asphalt (Redding, CA)
Transportation Laboratory (TL) Number899694 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2025-03-3: JMF 24-09-00422024-06-06-143-2

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2024-06-06-143-1AASHTO 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)Dennis Hckey, CT D02 - Redding Northern Regional Laboratory06/10/202403/10/2025
Yes
03/10/2025Pbr(uncorrected)=6.30%, Pbr≈5.33%Public - Test Data Visible
2024-06-06-143-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Josh Ferency, CT D02 - Redding Northern Regional Laboratory06/11/202403/10/2025
Yes
03/10/2025Public - Test Data Visible
2024-06-06-143-3AASHTO 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 Laboratory06/10/202403/10/2025
Yes
03/10/2025Gmmr=2.545, Gser≈2.771Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2024-06-06-143-1 AASHTO T308-10 (Verified)
DIME Test ID: 2024-06-06-143-2 AASHTO T30-19 (Verified)
DIME Test ID: 2024-06-06-143-3 AASHTO T209-12 (Verified)