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WARNER ROAD CR 78 over MILL CREEK

Map

Coordinates:
+41.44441, -81.62479
41°26'40" N, 81°37'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WARNER ROAD CR 78 over MILL CREEK
Structure number:1834096
Location:NE OF TURNEY ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:52.2 ft. [15.9 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:55°
Owner:County Highway Agency [02]
Year built:1898
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Masonry [8]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,042 [as of 2015]
Truck traffic:7% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$55,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Fair5 out of 10604286.4
June 2017FairN out of 10604286.4
May 2016FairN out of 10604286.4
July 2015FairN out of 101260086.6
June 2014FairN out of 101260086.6
July 2013FairN out of 101260097.8
June 2012FairN out of 101260097.8
June 2011FairN out of 101260096.8
May 2010FairN out of 101260084.6
September 2009FairN out of 101260084.6
September 2008FairN out of 101260084.6
October 2006PoorN out of 101260036.0
June 2005PoorN out of 101260036.0
May 2004PoorN out of 101260036.0
July 2003PoorN out of 101260051.4