Sample Record

DIME Sample ID 2025-08-27-95

Project Information

Project IdentifiersProject ID: 1001501
DEA: 040X7204
EFIS: 0424000160
COOP: 04JOC25101
DIST-CO-RTE-PM04-SON-128-12.2/24.8
Award Date05/21/2025
Closeout Date12/16/2025
Work DescriptionDIGOUT
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SONOMA COUNTY AT AND NEAR KELLOGG FROM SAUSAL CREEK BRIDGE TO NAPA COUNTY LINE.
QA Service Level1 (Verified on 11/03/2025)

Owner Labs

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

Sample Information

Sample Taken Date08/27/2025 Sample Unique Key95
Date that the sample was received by the laboratory/organization performing the testing09/16/2025 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA-A The quantity of what the sample constitutes3 BAGS PER BIN (BIN#1-4)
From where was the sample collectedManufacturer First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byValdez Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-25-061
Linked DIME Sample ID2025-08-27-96 The fabricator/manufacturer/facility nameVulcan Materials Todd Road (BP)
Transportation Laboratory (TL) NumberC100600 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)91-49-0004
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
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 Size3/4 inch
The concrete mix design number Lot number1
Sublot number3 Aggregate Mix Number220994

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-08-27-95-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, BSK Associates11/19/202512/23/2025
No
Coarse, 2 faced=99.1%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2025-08-27-95-2AASHTO 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 Associates11/19/202512/23/2025
No
Grading B, 100 revolutions= 5.8%, 500 revolutions= 20.2%
2025-08-27-95-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Nicholas Shelly - BSK, BSK Associates11/19/202512/23/2025
No
Average uncompacted voids= 45.2%
2025-08-27-95-4ASTM 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 Associates11/19/202512/23/2025
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-08-27-95-1 AASHTO T335-09r13
DIME Test ID: 2025-08-27-95-2 AASHTO T96-02r10
DIME Test ID: 2025-08-27-95-3 AASHTO T304-11
DIME Test ID: 2025-08-27-95-4 ASTM D4791-10