Sample Record

DIME Sample ID 2026-06-14-12

Project Information

Project IdentifiersProject ID: 1001683
DEA: 040AA194
EFIS: 0419000450
DIST-CO-RTE-PM04-CC-4-R29.0/R44.4
Award Date01/09/2026
Closeout DateNot set
Work DescriptionCOLD PLANE AC PVMT, RHMA-G & HMA OVERLAY, REPLACE AC SURF, & MGS.
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH AND AT BYRON FROM HILLCREST AVENUE OVERCROSSING TO BYRON HIGHWAY
QA Service Level1 (Verified on 10/06/2025)

Owner Lab

  • CT D04 - Hayward DME / District Laboratory

Sample Information

Sample Taken Date06/14/2026 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing07/22/2026 Sample typeProduction Start-Up
A brief description of the sample1/2" RHMA-G The quantity of what the sample constitutes2 Bags Combined Aggregate
From where was the sample collectedManufacturer First name of sampler or witnessed byHenry
Last name of sampler or witnessed byConcepcion Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-26-028
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Vernalis Plant
Transportation Laboratory (TL) NumberCON-061426-1 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)91-39-0002
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 collectedConveyer Belt-HMA Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number1354

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-06-14-12-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory07/28/202609/15/2026
No
Coarse, 2 faced=99.9%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2026-06-14-12-2AASHTO 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, CT D04 - Hayward DME / District Laboratory07/28/202609/15/2026
No
Grading C, 100 revolutions= 5.6%, 500 revolutions= 22.1%
2026-06-14-12-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory07/28/202609/15/2026
No
Average uncompacted voids= 45.1%
2026-06-14-12-4ASTM 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, CT D04 - Hayward DME / District Laboratory07/28/202609/15/2026
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2026-06-14-12-1 AASHTO T335-09r13
DIME Test ID: 2026-06-14-12-2 AASHTO T96-02r10
DIME Test ID: 2026-06-14-12-3 AASHTO T304-11
DIME Test ID: 2026-06-14-12-4 ASTM D4791-10