Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994414 DEA: 100X7514 EFIS: 1015000128
QA Service Level: 1
DIST-CO-RTE-PM: 10--VAR-0/0
Work Description: Upgrade bridge rails of three bridges
Location Description: Calaveras County
Contractor Name: Bugler Construction
Contractor Address: 4847 Hopyard Road, Pleasanton, CA 94588
Resident Engineer: Iqbal Aulakh Structure Rep.: Unknown
DIME Sample ID: 2024-08-05-37
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: 08/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2024
The quantity of what the sample constitutes: BRIDGE DECK
A brief description of the sample: BRIDGE DECK
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: 2024-08-05-37-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 08/07/2024
Date Tested: 08/05/2024
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: BR #30-0049 EB/WB. TESTED EB-VISUALLY INSPECTED WB AND IT WAS JUST AS GOOD AS EB SECTION
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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0.45
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DIME Test ID: 2024-08-05-37-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 08/07/2024
Date Tested: 08/05/2024
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: BR#30-0022 EB/WB. TESTED EB SIDE.2024071620. VISUALLY INSPECTED WB AND DETERMINED THAT IT WAS JUST AS GOOD AS EB SECTION.
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.44
|