Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2024-07-24-60

Project Information

Project IdentifiersProject ID: 215676
DEA: 020J6404
EFIS: 0219000145
DIST-CO-RTE-PM02-PLU-36-R13.6/R14.2
Award Date12/19/2023
Closeout Date09/24/2025
Work DescriptionA13 AT ROUTE 36 SAFETY
Location DescriptionIN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13.
QA Service Level1 (Verified on 07/08/2021)

Sample Information

Sample Taken Date07/24/2024 Sample Unique Key60
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 testing07/25/2024
Sample typeProduction Start-Up A brief description of the sample2 bags of RAP
The quantity of what the sample constitutesProduction Start Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79660B Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction Transportation Laboratory (TL) Number692871
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceKnife River Construction
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2024-07-24-60-3AASHTO 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 Laboratory08/05/202408/06/2024
No

Sample File Attachments

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Test File Attachments


DIME Test ID: 2024-07-24-60-3 AASHTO T209-12