Sample Record

Owner Lab

  • BSK Associates

DIME Sample ID 2025-05-19-120

Project Information

Project IdentifiersProject ID: 994662
DEA: 043Y5504
EFIS: 0423000260
DIST-CO-RTE-PM04-ALA,ALA-580-4.7/4.8
Award DateNot set
Closeout DateNot set
Work DescriptionRETAINING WALL OVERTURNING FAILURE
Location DescriptionNot set
QA Service Level1 (Verified on 04/11/2023)

Sample Information

Sample Taken Date05/19/2025 Sample Unique Key120
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes 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"HMA-O (OGFC)
The quantity of what the sample constitutes4 Bags Combined Agg From where was the sample collectedManufacturer
First name of sampler or witnessed byRobert Last name of sampler or witnessed byLohman
Title of sampler Telephone number of sampler
Laboratory sample identificationD04-SE-25-025 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number CPL051925
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)91-39-0041
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 collectedPlant Sampler
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 Number30240442609V

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-05-19-120-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, BSK Associates05/28/202510/08/2025
No
Coarse, 2 faced=98.5%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2025-05-19-120-2AASHTO 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 Associates05/28/202510/08/2025
No
Grading C, 100 revolutions=5.0%, 500 revolutions=24.0%
2025-05-19-120-3ASTM 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 Associates05/28/202510/08/2025
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-05-19-120-1 AASHTO T335-09r13
DIME Test ID: 2025-05-19-120-2 AASHTO T96-02r10
DIME Test ID: 2025-05-19-120-3 ASTM D4791-10