Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994310 DEA: 034F6504 EFIS: 0314000233
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-50,80-0.0/2.5,4.1/R11.4
Work Description: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description: YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
Contractor Name: Flat-Iron Teichert A Joint Venture
Contractor Address: 1200 Concord Avenue Suite 465, Concord, CA 94520
Resident Engineer: Mirak Mehari Structure Rep.: Brent Bullard
DIME Sample ID: 2025-01-15-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 01/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2025
The quantity of what the sample constitutes: Polyester Concrete - 3 lanes
A brief description of the sample: Polyester
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 22-0104R
Structure name: RT 80/50 Separation
The fabricator/manufacturer/facility name: DBE
Pavement Surface Type: Polyester Concrete
Type of Traffic Control Provided: Moving Lane Closure
DIST-CO-RTE: 03-YOL-80
Direction of Travel: East
Post Mile: 9.86
Lanes to be Tested: On Ramp,Off Ramp
Station:
DIME Test ID: 2025-01-15-11-1
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: 01/15/2025
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: RT 80/50 SEP/80 OFF RAMP AT WEST SAC
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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0.36
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DIME Test ID: 2025-01-15-11-2
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: 01/15/2025
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: WEBSTER UC BR#22-0043
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: 2025-01-15-11-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 01/27/2025
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: WEST CAPITO UC. WB DIRECTION ALSO DOES NOT MEET SPECS. APPROACH AND DEPARTURE SLABS ALSO DO NOT MEET SPECS
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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0.33
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DIME Test ID: 2025-01-15-11-5
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: REED AVE UC. BRIDGE ONLY
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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0.42
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DIME Test ID: 2025-01-15-11-6
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: REED AVE UC. BRIDGE ONLY WB
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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