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NORTH SHORE DRIVE over OX CREEK

Map

Coordinates:
+42.12110, -86.45448
42°07'16" N, 86°27'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORTH SHORE DRIVE over OX CREEK
Structure number:000000000001052
Old structure number:114063000115B01 (from 1992 edition)
Location:5 BLKS N OF MAIN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:8.9 ft. [2.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 1984]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$150,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Fair6 out of 10390090.8
January 2016Fair6 out of 10390090.8
November 2013Fair5 out of 10390079.8
June 2011Fair5 out of 10390079.8
February 2009Fair5 out of 10390079.8
May 2006Fair5 out of 10390079.8
October 2003Fair5 out of 10390079.8
June 2001Fair5 out of 10390079.8
November 1998Fair6 out of 10390090.8
September 1996Fair6 out of 10390090.8
December 1994Fair6 out of 10390090.5
October 1991Fair6 out of 10390090.5