Sample Record for 2025-05-20-125
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995255 DEA: 041J9604 EFIS: 0414000403
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-1-22.8/33.0,45.0/50.5
Work Description: COLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SIDEWALKS, AND CULVERTS.
Location Description: MARIN COUNTY IN AND NEAR POINT REYES STATION FROM FIVE BROOKS TO 1.9 MILES NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO 4.4 MILES NORTH OF TOMALES
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Andrew Wong Structure Rep.: Jeremy Light
Sample Information
DIME Sample ID: 2025-05-20-125
TL Number from the TL Form: 100571-100572
Sample Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Sample Organization Contact: (510) 507-3456
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 05/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2025
The quantity of what the sample constitutes: 3 BAGS PER BIN (BIN#1-3)
A brief description of the sample: 1/2" RHMA-G-WMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D04-SE-25-023
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BoDean Company Santa Rosa
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-49-0032
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 collected: Batch Plant Hot Bins
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number: 1
Sublot number: 18
Aggregate Mix Number: 10600SPR
Test Results
Test 1 of 4
DIME Test ID: 2025-05-20-125-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
Test 2 of 4
DIME Test ID: 2025-05-20-125-2
Test Method: AASHTO 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)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
Test 3 of 4
DIME Test ID: 2025-05-20-125-3
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
Test 4 of 4
DIME Test ID: 2025-05-20-125-4
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
