DIME » All Projects » Project - DEA: 021H7104 » Sample 2025-11-03-72 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-11-03-72

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Project Information

Project IdentifiersProject ID: 1000563
DEA: 021H7104
EFIS: 0217000013
DIST-CO-RTE-PM02-SIS-3,5-L47.4,R45.5/R46.0
Award Date11/13/2024
Closeout DateNot set
Work DescriptionNEW MECHANIC SHOP AT YREKA MAINTENANCE STATION.
Location DescriptionSISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159
QA Service Level1 (Verified on 09/24/2024)

Sample Information

Sample Taken Date11/03/2025 Sample Unique Key72
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 testing11/04/2025
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 byGiuliano Last name of sampler or witnessed byGiuntoli
Title of samplerJET Telephone number of sampler
Laboratory sample identificationD80115B Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number877608
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 Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2025-11-17: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22025-11-03-72-2

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-11-03-72-1AASHTO T209-22: 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 Laboratory11/07/202511/26/2025
Yes
11/26/2025Gmmr=2.601
2025-11-03-72-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Dacota Mei , CT D02 - Redding Northern Regional Laboratory11/19/202511/26/2025
Yes
11/26/2025
2025-11-03-72-3AASHTO 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 Laboratory11/18/202511/26/2025
Yes
11/26/2025Pbr(uncorrected)=6.05, Pbr=5.03

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-11-03-72-1 AASHTO T209-22 (Verified)
DIME Test ID: 2025-11-03-72-2 AASHTO T30-19 (Verified)
DIME Test ID: 2025-11-03-72-3 AASHTO T308-10 (Verified)