Sample Record

Owner Lab

  • CT D04 - Hayward DME / District Laboratory

DIME Sample ID 2026-07-07-122

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date07/07/2026 Sample Unique Key122
Date that the sample was received by the laboratory/organization performing the testing07/20/2026 Sample typeProduction Start-Up
A brief description of the sample1/2" RHMA-O The quantity of what the sample constitutes4 Bags
From where was the sample collectedSource First name of sampler or witnessed byJose Leon
Last name of sampler or witnessed byAmparan Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-26-026
Linked DIME Sample ID The fabricator/manufacturer/facility nameDutra Materials - Richmond
Transportation Laboratory (TL) NumberC2026-07-16-01 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)91-21-0008, 91-01-0010
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 collectedConveyer Belt-HMA Plant
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 NumberL241680

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-07-07-122-1AASHTO 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 Laboratory07/24/202608/21/2026
No
Coarse, 2 faced=99.9%, Coarse, 1 faced=100%, Fine, 1 faced=100%  
2026-07-07-122-2AASHTO 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 Laboratory07/24/202608/21/2026
No
Grading C, 100 revolutions= 4.8%, 500 revolutions= 19.8%  
2026-07-07-122-3ASTM 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, CT D04 - Hayward DME / District Laboratory07/24/202608/21/2026
No
Flat and elongated particles=0%  

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2026-07-07-122-1 AASHTO T335-09r13
DIME Test ID: 2026-07-07-122-2 AASHTO T96-02r10
DIME Test ID: 2026-07-07-122-3 ASTM D4791-10