Sample Record

DIME Sample ID 2025-09-13-15

Project Information

Project IdentifiersProject ID: 993595
DEA: 042Q5504
EFIS: 0419000024
DIST-CO-RTE-PM04-SOL-12-7.9/14.1
Award Date02/14/2025
Closeout DateNot set
Work DescriptionRHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location DescriptionSOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
QA Service Level1 (Verified on 02/22/2022)

Owner Labs

  • BSK Associates
  • CT D04 - Hayward DME / District Laboratory

Sample Information

Sample Taken Date09/13/2025 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing10/03/2025 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA-SP + 15% RAP The quantity of what the sample constitutes1 Bag RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byChristian
Last name of sampler or witnessed bySousa Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-25-069
Linked DIME Sample ID2025-09-13-14 The fabricator/manufacturer/facility nameTeichert Woodland (BP)
Transportation Laboratory (TL) NumberCON-091325-1 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTeichert Woodland
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number30640432407P

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-09-13-15-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Nicholas Shelly - BSK, BSK Associates12/16/202512/29/2025
No
RAP Gmm=2.543

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-09-13-15-1 AASHTO T209-22