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Sample Record for 2026-06-15-104

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001609 DEA: 040AA244 EFIS: 0419000455 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC, -680-R0.0/R7.7
Work Description: INDIVIDUAL SLAB REPLACEMENT, COLD PLAN AC PVMT, GRIND EXIST CONC PVMT.
Location Description: CONTRA COSTA COUNTY IN SAN RAMON AND DANVILLE FROM THE ALAMEDA COUNTY LINE TO 0.2 MILE NORTH OF DIABLO ROAD UNDERCROSSING
Contractor Name: Bay Cities Paving and Grading
Contractor Address: 1450 Civic Ct., Bldg B #400, Concord, CA 94520
Resident Engineer: Eddie Dike Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-06-15-104
TL Number from the TL Form: CPL061526
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: Reclaimed Asphalt Pavement
Sample Taken Date: 06/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4"HMA w/25% RAP
From where was the sample collected: Source
Laboratory sample identification: D04-SE-26-023
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Plant

Material Information

RAP Source: Vulcan Materials Company
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test

DIME Test ID: 2026-06-15-104-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
Data has not been verified.