NORTH SHORE DRIVE over OX CREEK
Map
Coordinates:
+42.12110, -86.4544842°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
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
December 2017 | Fair | 6 out of 10 | 3900 | 90.8 |
January 2016 | Fair | 6 out of 10 | 3900 | 90.8 |
November 2013 | Fair | 5 out of 10 | 3900 | 79.8 |
June 2011 | Fair | 5 out of 10 | 3900 | 79.8 |
February 2009 | Fair | 5 out of 10 | 3900 | 79.8 |
May 2006 | Fair | 5 out of 10 | 3900 | 79.8 |
October 2003 | Fair | 5 out of 10 | 3900 | 79.8 |
June 2001 | Fair | 5 out of 10 | 3900 | 79.8 |
November 1998 | Fair | 6 out of 10 | 3900 | 90.8 |
September 1996 | Fair | 6 out of 10 | 3900 | 90.8 |
December 1994 | Fair | 6 out of 10 | 3900 | 90.5 |
October 1991 | Fair | 6 out of 10 | 3900 | 90.5 |