DIME » All Projects » Project - DEA: 044A1304 » Sample 2025-10-22-69 » Sample Details

Sample Record

Owner Labs

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

DIME Sample ID 2025-10-22-69

Project Information

Project IdentifiersProject ID: 212470
DEA: 044A1304
EFIS: 0400001106
COOP: 042718
DIST-CO-RTE-PM04-SON-101-18.5/18.5
Award Date11/17/2023
Closeout DateNot set
Work DescriptionCONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY
Location DescriptionIN SONOMA COUNTY.
QA Service Level1 (Verified on 09/23/2019)

Sample Information

Sample Taken Date10/22/2025 Sample Unique Key69
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 testing11/25/2025
Sample typeProduction Start-Up A brief description of the sample3/4" HMA-A +15%RAP
The quantity of what the sample constitutes2 Bags Agg per Bin#1-4 From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byValdez
Title of sampler Telephone number of sampler
Laboratory sample identificationD04-SE-25-082 Linked DIME Sample ID2025-10-22-70
The fabricator/manufacturer/facility nameBoDean - Santa Rosa Transportation Laboratory (TL) NumberC10-22-2025-01to06
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, 91-49-0043
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, Stockpile, Tank
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number700SPW16

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-10-22-69-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, BSK Associates02/12/202602/20/2026
No
Coarse, 2 faced=99.1%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2025-10-22-69-2AASHTO 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 Associates02/12/202602/20/2026
No
Grading B, 100 revolutions= 4.3%, 500 revolutions= 19.2%
2025-10-22-69-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Nicholas Shelly - BSK, BSK Associates02/12/202602/20/2026
No
Average uncompacted voids= 43.5%
2025-10-22-69-4ASTM 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 Associates02/12/202602/20/2026
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-10-22-69-1 AASHTO T335-09r13
DIME Test ID: 2025-10-22-69-2 AASHTO T96-02r10
DIME Test ID: 2025-10-22-69-3 AASHTO T304-11
DIME Test ID: 2025-10-22-69-4 ASTM D4791-10