Sample Record

Owner Labs

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

DIME Sample ID 2025-05-20-125

Project Information

Project IdentifiersProject ID: 995255
DEA: 041J9604
EFIS: 0414000403
DIST-CO-RTE-PM04-MRN-1-22.8/33.0,45.0/50.5
Award Date02/13/2024
Closeout DateNot set
Work DescriptionCOLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SIDEWALKS, AND CULVERTS.
Location DescriptionMARIN COUNTY IN AND NEAR POINT REYES STATION FROM FIVE BROOKS TO 1.9 MILES NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO 4.4 MILES NORTH OF TOMALES
QA Service Level1 (Verified on 10/18/2023)

Sample Information

Sample Taken Date05/20/2025 Sample Unique Key125
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 testing05/27/2025
Sample typeProduction Start-Up A brief description of the sample1/2" RHMA-G-WMA
The quantity of what the sample constitutes3 BAGS PER BIN (BIN#1-3) From where was the sample collectedManufacturer
First name of sampler or witnessed byMasele Last name of sampler or witnessed byPoueu
Title of sampler Telephone number of sampler
Laboratory sample identificationD04-SE-25-023 Linked DIME Sample ID2025-05-20-126
The fabricator/manufacturer/facility nameBoDean Company Santa Rosa Transportation Laboratory (TL) Number100571-100572
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)91-49-0032
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 collectedBatch Plant Hot Bins
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number18 Aggregate Mix Number10600SPR

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-05-20-125-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, BSK Associates09/25/202510/15/2025
No
Coarse, 2 faced=98.8%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2025-05-20-125-2AASHTO 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 Associates09/25/202510/15/2025
No
Grading C, 100 revolutions=3.0%, 500 revolutions=13.4%
2025-05-20-125-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Nicholas Shelly - BSK, BSK Associates09/25/202510/15/2025
No
Average uncompacted voids=45.0%
2025-05-20-125-4ASTM 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 Associates09/25/202510/15/2025
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-05-20-125-1 AASHTO T335-09r13
DIME Test ID: 2025-05-20-125-2 AASHTO T96-02r10
DIME Test ID: 2025-05-20-125-3 AASHTO T304-11
DIME Test ID: 2025-05-20-125-4 ASTM D4791-10