Sample Record

DIME Sample ID 2026-07-28-106

Project Information

Project IdentifiersProject ID: 1002381
DEA: 041V5504
EFIS: 0426000471
DIST-CO-RTE-PM04-SON-101-3.965/3.965
Award DateNot set
Closeout DateNot set
Work DescriptionEmergency Petaluma Maintenance Station yard pavement
Location DescriptionNot set
QA Service Level1 (Verified on 07/03/2026)

Owner Lab

  • CT D04 - Hayward DME / District Laboratory

Sample Information

Sample Taken Date07/28/2026 Sample Unique Key106
Date that the sample was received by the laboratory/organization performing the testing07/29/2026 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA-A + 15% RAP The quantity of what the sample constitutes3 BAGS PER BIN (BIN#1-4)
From where was the sample collectedManufacturer First name of sampler or witnessed byCasey
Last name of sampler or witnessed byFarrington Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-26-031
Linked DIME Sample ID The fabricator/manufacturer/facility nameBoDean Santa Rosa (BP)
Transportation Laboratory (TL) NumberC2026-07-28-01 to 03 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)BoDean
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
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
2026-07-28-106-1AASHTO 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 Laboratory08/14/202609/29/2026
No
Coarse, 2 faced=99.4%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2026-07-28-106-2AASHTO 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 Laboratory08/14/202609/29/2026
No
Grading B, 100 revolutions= 4.0%, 500 revolutions= 17.8%
2026-07-28-106-3AASHTO 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 Laboratory08/14/202609/29/2026
No
Average uncompacted voids= 44.1%
2026-07-28-106-4ASTM 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 Laboratory08/14/202609/29/2026
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2026-07-28-106-1 AASHTO T335-09r13
DIME Test ID: 2026-07-28-106-2 AASHTO T96-02r10
DIME Test ID: 2026-07-28-106-3 AASHTO T304-11
DIME Test ID: 2026-07-28-106-4 ASTM D4791-10