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EXIT RAMP SN over W 154 ST NB RMP FROM I71

Map

Coordinates:
+41.43856, -81.80420
41°26'19" N, 81°48'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EXIT RAMP SN over W 154 ST NB RMP FROM I71
Structure number:1804863
Location:1.73 MI. N. OF JCT. I-480
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:44.9 ft. [13.7 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:46,295 [as of 1988]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:84.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$178,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodVery GoodVery Good4629584.1
February 2016GoodVery GoodVery GoodVery Good4629584.1
March 2015GoodVery GoodVery GoodVery Good4629591.6
March 2014GoodVery GoodVery GoodVery Good4629591.6
May 2012PoorPoorPoorFair4629559.0
May 2011PoorPoorPoorFair4629556.0
July 2010PoorPoorPoorFair4629556.0
March 2009PoorPoorPoorFair4629557.0
April 2008PoorPoorPoorFair4629557.0
March 2007PoorPoorFairFair4629574.7
February 2006PoorPoorFairFair4629574.7
February 2004PoorPoorFairFair4629574.7
January 2003PoorPoorFairFair4629574.7
March 2002PoorPoorFairFair4629574.7
February 2001PoorPoorFairFair4629576.7
September 1999FairFairFairFair4629578.8
October 1998FairFairFairFair4629578.8
July 1996FairFairSatisfactoryFair4629578.8
June 1995FairSatisfactorySatisfactorySatisfactory4629593.4
June 1994FairSatisfactorySatisfactoryGood4629593.4
June 1993FairSatisfactorySatisfactoryGood4629592.4
July 1992FairSatisfactorySatisfactoryGood4629594.4
July 1991FairSatisfactoryGoodGood4629594.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.6363000
Reinforced Concrete Pier Caplinear ft.6363000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2201982200
Deck
Reinforced Concrete Slabsq. ft.3,3053,01928600