Sample Record

Owner Lab

  • CT D04 - Hayward DME / District Laboratory

DIME Sample ID 2026-06-02-124

Project Information

Project IdentifiersProject ID: 993595
DEA: 042Q5504
EFIS: 0419000024
DIST-CO-RTE-PM04-SOL-12-7.9/14.1
Award Date02/14/2025
Closeout DateNot set
Work DescriptionRHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location DescriptionSOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
QA Service Level1 (Verified on 02/22/2022)

Sample Information

Sample Taken Date06/02/2026 Sample Unique Key124
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 testing06/26/2026
Sample typeProduction Start-Up A brief description of the sample1/2" RHMA-G
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 byAbel Last name of sampler or witnessed byHuerta
Title of sampler Telephone number of sampler
Laboratory sample identificationD04-SE-26-019 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Woodland Batch Plant Transportation Laboratory (TL) NumberCON-060226-1
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)Teichert Woodland
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 number1 Aggregate Mix Number306 40542508 V

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-06-02-124-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory07/07/202608/13/2026
No
Coarse, 2 faced=99.9%, Coarse, 1 faced=100%, Fine, 1 faced=100%  
2026-06-02-124-2AASHTO 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, CT D04 - Hayward DME / District Laboratory07/07/202608/13/2026
No
Grading C, 100 revolutions= 3.1%, 500 revolutions= 18.1%  
2026-06-02-124-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory07/07/202608/13/2026
No
Average uncompacted voids= 44.5%  
2026-06-02-124-4ASTM 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, CT D04 - Hayward DME / District Laboratory07/07/202608/13/2026
No
Flat and elongated particles=0%  

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2026-06-02-124-1 AASHTO T335-09r13
DIME Test ID: 2026-06-02-124-2 AASHTO T96-02r10
DIME Test ID: 2026-06-02-124-3 AASHTO T304-11
DIME Test ID: 2026-06-02-124-4 ASTM D4791-10