DIME » All Projects » Project - DEA: 024J9004 » Sample 2024-10-03-93 » Sample Details

Sample Record

DIME Sample ID 2024-10-03-93

Project Information

Project IdentifiersProject ID: 1000157
DEA: 024J9004
EFIS: 0223000085
DIST-CO-RTE-PM02-SIS-161-15.0/17.6
Award Date05/15/2024
Closeout Date03/24/2025
Work DescriptionCOLD CENTRAL PLANT RECYCLING WITH HMA OVERLAY.
Location DescriptionSISKIYOU COUNTY ABOUT 3.4 MILES WEST OF TULELAKE FROM 0.2 MILE WEST OF SOUTH MERRILL ROAD TO 0.3 MILE EAST OF HILL ROAD
QA Service Level1 (Verified on 03/18/2024)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date10/03/2024 Sample Unique Key93
Date that the sample was received by the laboratory/organization performing the testing10/03/2024 Sample typeProduction Start-Up
A brief description of the sampleRAP The quantity of what the sample constitutes1 Bag
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 identificationD79737B
Linked DIME Sample ID The fabricator/manufacturer/facility nameHat Creek - Shaw Pit Facility
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceHat Creek Construction and Materials, Shaw Pit Facility, Lookout, 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
2024-10-18: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-10-03-93-2

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2024-10-03-93-1AASHTO 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 Laboratory10/09/202410/17/2024
No
Gmm=2.527
2024-10-03-93-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Sean Mcwithey, CT D02 - Redding Northern Regional Laboratory10/15/202410/22/2024
Yes
10/22/2024Public - Test Data Visible
2024-10-03-93-3AASHTO 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 Laboratory10/11/202410/17/2024
No
Pbr=5.98

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2024-10-03-93-1 AASHTO T209-12
DIME Test ID: 2024-10-03-93-2 AASHTO T30-19 (Verified)
DIME Test ID: 2024-10-03-93-3 AASHTO T308-10