Sample Record

DIME Sample ID 2025-06-02-121

Project Information

Project IdentifiersProject ID: 212470
DEA: 044A1304
EFIS: 0400001106
COOP: 042718
DIST-CO-RTE-PM04-SON-101-18.5/18.5
Award Date11/17/2023
Closeout DateNot set
Work DescriptionCONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY
Location DescriptionIN SONOMA COUNTY.
QA Service Level1 (Verified on 09/23/2019)

Owner Lab

  • BSK Associates

Sample Information

Sample Taken Date06/02/2025 Sample Unique Key121
Date that the sample was received by the laboratory/organization performing the testing06/10/2025 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA with 15% RAP The quantity of what the sample constitutes1 Bag RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byMasele
Last name of sampler or witnessed byPoueu Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-25-028
Linked DIME Sample ID2025-06-02-119 The fabricator/manufacturer/facility nameBoDean Company
Transportation Laboratory (TL) Number100573-100574 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceBodean Santa Rosa
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
2025-06-02-121-1AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Trevor Hamilton - BSK, BSK Associates06/26/202510/08/2025
No
RAP Gmm=2.546

Sample File Attachments

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Test File Attachments


DIME Test ID: 2025-06-02-121-1 AASHTO T209-25