Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995485 DEA: 031H1304 EFIS: 0316000059
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,SAC-12-0/0.7
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING.
Location Description: SOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Richard Kaufman Structure Rep.: Elaine Yip
DIME Sample ID: 2024-10-08-5
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: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2024
The quantity of what the sample constitutes: POLY/METH
A brief description of the sample: POLY/METH
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: 2024-10-08-5-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/16/2024
Date Tested: 11/16/2024
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: RIO VISTA BRIDGE #23-0024 EB. VISUALLY CHECKED ENTIRE BRIDGE AND EVERYTHING LOOKED UNIFORMED WITH RANDOM NUMBERS ACROSS WHICH ALSO WERE IN COMPLIANCE WITH SPECS.
Test Result Compliance: complies
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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0.44
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DIME Test ID: 2024-10-08-5-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 10/25/2024
Date Tested: 10/25/2024
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: TRIAL SLAB POLYESTER
Test Result Compliance: complies
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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0.48
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DIME Test ID: 2024-10-08-5-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 10/25/2024
Date Tested: 10/25/2024
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: TRIAL SLAB METHACRYLATE
Test Result Compliance: complies
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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0.48
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DIME Test ID: 2024-10-08-5-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/16/2024
Date Tested: 11/16/2024
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: RIO VISTA BRIDGE #23-0024 EB DEPARTURE SLAB/WB APPROACH SLAB. EB APPROACH SLAB COULD NOT TEST AS EQUIPEMNT WAS STAGED
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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0.28
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DIME Test ID: 2024-10-08-5-5
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 01/22/2025
Date Tested: 01/22/2025
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: RIO VISTA BRIDGE #23-0024 EB DEPARTURE SLAB.WB VISUALLY INSPECTED AND FOUND SOME AREAS TO BE JUST LIKE EB WHICH WOULD ALSO RESULT IN SAME NUMBERS
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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0.32
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DIME Test ID: 2024-10-08-5-6
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 01/22/2025
Date Tested: 01/22/2025
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: RIO VISTA BRIDGE #23-0024 PIER 6 EB. WB .40-.40-.40=.40 AVG WHICH ALSO COMPLIES
Test Result Compliance: complies
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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0.40
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DIME Test ID: 2024-10-08-5-7
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 01/22/2025
Date Tested: 01/22/2025
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: RIO VISTA BRIDGE #23-0024 PIER 5 EB. WB .28-.28-.28=.28 AVG WB DIRECTION ALSO DOES NOT COMPLY
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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0.26
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