Sample Record

DIME Sample ID 2025-08-21-93

Project Information

Project IdentifiersProject ID: 1000017
DEA: 042Q7004
EFIS: 0419000040
DIST-CO-RTE-PM04-CC-4-L0.0/R14.3
Award Date04/26/2024
Closeout DateNot set
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING AND INSTALL MGS.
Location DescriptionCONTRA COSTA COUNTY IN HERCULES AND CONCORD FROM SAN PABLO AVENUE TO ROUTE 4/242 SEPARATION
QA Service Level1 (Verified on 01/08/2024)

Owner Labs

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

Sample Information

Sample Taken Date08/21/2025 Sample Unique Key93
Date that the sample was received by the laboratory/organization performing the testing09/11/2025 Sample typeProduction Start-Up
A brief description of the sample1/2"RHMA-G-WMA The quantity of what the sample constitutes3 Bags Combined Aggregate
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-25-058
Linked DIME Sample ID2025-08-21-94 The fabricator/manufacturer/facility nameDutra Richmond
Transportation Laboratory (TL) NumberCON-082125-1 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-21-0008
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sampleDutra Richmond
The plant number A detailed description of where the material sample was collectedAt the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number2
Sublot number10 Aggregate Mix NumberL241312

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-08-21-93-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, BSK Associates11/21/202512/23/2025
No
Coarse, 2 faced=99.1%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2025-08-21-93-2AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)Nicholas Shelly - BSK, BSK Associates11/21/202512/23/2025
No
Grading C, 100 revolutions= 6.0%, 500 revolutions= 23.7%
2025-08-21-93-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Nicholas Shelly - BSK, BSK Associates11/21/202512/23/2025
No
Average uncompacted voids= 46.3%
2025-08-21-93-4ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Nicholas Shelly - BSK, BSK Associates11/21/202512/23/2025
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-08-21-93-1 AASHTO T335-09r13
DIME Test ID: 2025-08-21-93-2 AASHTO T96-02r10
DIME Test ID: 2025-08-21-93-3 AASHTO T304-11
DIME Test ID: 2025-08-21-93-4 ASTM D4791-10