Sample Record for 2025-04-08-90
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993825 DEA: 040Q30U4 EFIS: 0420000235 COOP: 042830A3,042830A4
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,CC-680-R11.0/R21.9,R0.0/R0.9
Work Description: PRECAST CONC PVMT, ELECTRONIC TOLL SYSTEM, JPCP, CB & STRUCTURAL CONC
Location Description: ALAMEDA AND CONTRA COSTA COUNTIES AT SUNOL AND IN SAN RAMON BETWEEN 0.4 MILE SOUTH OF CALAVERAS ROAD UNDERCROSSING TO 0.9 MILE NORTH OF ALCOSTA BOULEVARD OVERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING (Jason Ochoa)
Contractor Address: 1450 CIVIC CT, BLDG B #400, CONCORD, CA 94520
Resident Engineer: Yannaing Tun Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-04-08-90
TL Number from the TL Form: C040825
Sample Submitted By Organization: BSK Associates
Sample Organization Contact: (925) 765-9483
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 04/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2025
The quantity of what the sample constitutes: 4 Bags Of Combined Agg.
A brief description of the sample: 1/2"RHMA-G
From where was the sample collected: Source
Laboratory sample identification: D04-SE-25-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton
Material Information
Source Identification (SMARA, name of Pit or Job Site): 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 collected: Plant Sampler
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:
Sublot number:
Aggregate Mix Number: 326122
Test Results
Test 1 of 4
DIME Test ID: 2025-04-08-90-1
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: 2025-04-08-90-2
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: 2025-04-08-90-3
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: 2025-04-08-90-4
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.
