Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215396 DEA: 042K8404 EFIS: 0417000031
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-29,80-0.0,0.8/1.6
Work Description: HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location Description: SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
Contractor Name: OC Jones & Sons Inc
Contractor Address: 1520 4th Street, Berkeley, CA 94710
Resident Engineer: Noel Aquino Structure Rep.: Angelo Perez
DIME Sample ID: 2023-05-22-5
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - FFS - Skid Testing
Sample Organization Contact: (916) 227-7287
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 05/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2023
The quantity of what the sample constitutes: Skid Testing
A brief description of the sample: Skid Portable
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Job Site
DIME Test ID: 2023-05-22-5-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/22/2023
Date Tested: 05/22/2023
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-8588
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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Pavement or Bridge Deck?
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Bridge Deck
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Average Coefficient of Friction
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0.31
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