Sample Record

DIME Sample ID 2026-05-04-67

Project Information

Project IdentifiersProject ID: 993454
DEA: 040K8004
EFIS: 0416000141
COOP: 042892
DIST-CO-RTE-PM04-MRN-101-13.7
Award Date02/05/2025
Closeout DateNot set
Work DescriptionCONSTRUCT ROUNDABOUT, CURB RAMPS AND SW, SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMARIN COUNTY IN SAN RAFAEL AT FREITAS PARKWAY OVERCROSSING
QA Service Level1 (Verified on 12/10/2021)

Owner Lab

  • CT D04 - Hayward DME / District Laboratory

Sample Information

Sample Taken Date05/04/2026 Sample Unique Key67
Date that the sample was received by the laboratory/organization performing the testing05/08/2026 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA-A The quantity of what the sample constitutes3 Bags Combined Aggregate
From where was the sample collectedSupplier 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-26-011
Linked DIME Sample ID The fabricator/manufacturer/facility nameDutra San Rafael
Transportation Laboratory (TL) NumberC2026-05-04-01 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
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 collectedL1 SL1 PSU
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 NumberL210143WMA

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-05-04-67-1AASHTO 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 Laboratory06/18/202608/10/2026
No
Coarse, 2 faced=99.8%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2026-05-04-67-2AASHTO 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 Laboratory06/18/202608/10/2026
No
Grading B, 100 revolutions= 6.0%, 500 revolutions= 20.3%
2026-05-04-67-3AASHTO 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 Laboratory06/18/202608/10/2026
No
Average uncompacted voids= 45%
2026-05-04-67-4ASTM 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 Laboratory06/18/202608/10/2026
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2026-05-04-67-1 AASHTO T335-09r13
DIME Test ID: 2026-05-04-67-2 AASHTO T96-02r10
DIME Test ID: 2026-05-04-67-3 AASHTO T304-11
DIME Test ID: 2026-05-04-67-4 ASTM D4791-10