Sample Record

DIME Sample ID 2025-05-01-103

Project Information

Project IdentifiersProject ID: 1000602
DEA: 040K6404
EFIS: 0416000112
DIST-CO-RTE-PM04-SOL-80-15.9/30.2
Award Date12/17/2024
Closeout DateNot set
Work DescriptionCOLD PLANE, OVERLAY, MGS, RAMP METERING, LIGHTING AND SIGNAL.
Location DescriptionSOLANO COUNTY ON ROUTE 80 IN AND NEAR FAIRFIELD AND VACAVILLE AT VARIOUS LOCATIONS FROM 1.5 MILES EAST OF SUISUN VALLEY ROAD OVERCROSSING TO 0.8 MILE EAST OF LEISURE TOWN ROAD OVERCROSSING.
QA Service Level1 (Verified on 10/07/2024)

Owner Lab

  • BSK Associates

Sample Information

Sample Taken Date05/01/2025 Sample Unique Key103
Date that the sample was received by the laboratory/organization performing the testing05/08/2025 Sample typeProduction Start-Up
A brief description of the sample1/2"HMA-SP-R15-WMA The quantity of what the sample constitutes2 Bags per bin#1-4
From where was the sample collectedManufacturer First name of sampler or witnessed byChristian
Last name of sampler or witnessed bySousa Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-25-018
Linked DIME Sample ID2025-05-01-104 The fabricator/manufacturer/facility nameTeichert Woodland
Transportation Laboratory (TL) NumberCON-050125-1 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)91-57-0004
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 collectedAt the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number30640432428P

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-05-01-103-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, BSK Associates07/19/202509/29/2025
No
Coarse, 2 faced=93.1%, Coarse, 1 faced=98.7%, Fine, 1 faced=100%
2025-05-01-103-2AASHTO 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 Associates07/19/202509/29/2025
No
Grading B, 100 revolutions=3.6%, 500 revolutions=18.9%
2025-05-01-103-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Nicholas Shelly - BSK, BSK Associates07/19/202509/29/2025
No
Average uncompacted voids=45.6%
2025-05-01-103-4ASTM 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 Associates07/19/202509/29/2025
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-05-01-103-1 AASHTO T335-09r13
DIME Test ID: 2025-05-01-103-2 AASHTO T96-02r10
DIME Test ID: 2025-05-01-103-3 AASHTO T304-11
DIME Test ID: 2025-05-01-103-4 ASTM D4791-10