Sample Record

DIME Sample ID 2025-06-24-98

Project Information

Project IdentifiersProject ID: 994321
DEA: 040K1604
EFIS: 0416000044
DIST-CO-RTE-PM04-ALA,CC-80-R7.6/8.0,0.0/13.5
Award Date02/08/2023
Closeout Date09/14/2026
Work DescriptionCONSTRUCT RHMA, LIGHTING SYSTEM, AND CONCRETE BARRIER.
Location DescriptionALAMEDA AND CONTRA COSTA COUNTIES IN ALBANY AND CROCKETT FROM 0.4 MILE SOUTH OF ALAMEDA COUNTY LINE TO 0.2 MILE SOUTH OF POMONA STREET
QA Service Level1 (Verified on 10/14/2022)

Owner Labs

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

Sample Information

Sample Taken Date06/24/2025 Sample Unique Key98
Date that the sample was received by the laboratory/organization performing the testing06/27/2025 Sample typeProduction Start-Up
A brief description of the sample1/2" RHMA-O Batch Plant OGFC-O The quantity of what the sample constitutes2 Bags per Bin 1,2,3 of Aggregates
From where was the sample collectedFabricator First name of sampler or witnessed byIGNACIO
Last name of sampler or witnessed byARECHIGA Title of samplerLab Technician
Telephone number of sampler5102077252 Laboratory sample identificationD04-SE-25-033
Linked DIME Sample ID The fabricator/manufacturer/facility nameCounty Asphalt Martinez
Transportation Laboratory (TL) NumberC2025-06-24-101 to 103 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)91-07-0003
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 collectedCounty asphalt - Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number3
Sublot number14 Aggregate Mix NumberL250530

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-06-24-98-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, BSK Associates07/15/202510/15/2025
No
Coarse, 2 faced=98.4%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2025-06-24-98-2AASHTO 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 Associates07/15/202510/15/2025
No
Grading C, 100 revolutions=4.3%, 500 revolutions=16.8%
2025-06-24-98-3ASTM 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 Associates07/15/202510/15/2025
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-06-24-98-1 AASHTO T335-09r13
DIME Test ID: 2025-06-24-98-2 AASHTO T96-02r10
DIME Test ID: 2025-06-24-98-3 ASTM D4791-10