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Sample Record for 2025-09-03-83

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

Project Information

Project ID: 1001174 DEA: 040X7004 EFIS: 0424000158 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-84-3.0/13.6
Work Description: COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G (BWC).
Location Description: SOLANO COUNTY NEAR RIO VISTA FROM 0.4 MILE NORTH OF CACHE SLOUGH FERRY TO YOLO COUNTY LINE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-03-83
TL Number from the TL Form: CON-090325-1
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: 09/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2025
The quantity of what the sample constitutes: 2 Bags per bin#1-4
A brief description of the sample: 3/4" HMA + 15% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D04-SE-25-064
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins - Continuous Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-34-0053
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: Stockpile @ Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 30140432407V

Test Results

Test 1 of 4

DIME Test ID: 2025-09-03-83-1
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: 2025-09-03-83-2
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: 2025-09-03-83-3
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: 2025-09-03-83-4
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.