Sample Record

Owner Labs

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

DIME Sample ID 2025-08-06-93

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 DateNot set
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)

Sample Information

Sample Taken Date08/06/2025 Sample Unique Key93
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing09/06/2025
Sample typeProduction Start-Up A brief description of the sample1/2" RHMA-O (OGFC)
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-25-054 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCounty Asphalt Martinez Transportation Laboratory (TL) NumberC2025-8-6-101 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 number
Sublot number Aggregate Mix NumberL250530

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-08-06-93-1AASHTO 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 Associates09/05/202510/20/2025
No
Grading C, 100 revolutions=3.6%, 500 revolutions=16.7%
2025-08-06-93-2AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly, BSK Associates09/05/202510/20/2025
No
Coarse, 2 faced=98.6%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2025-08-06-93-3ASTM 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 Associates09/05/202510/20/2025
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-08-06-93-1 AASHTO T96-02r10
DIME Test ID: 2025-08-06-93-2 AASHTO T335-09r13
DIME Test ID: 2025-08-06-93-3 ASTM D4791-10