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EXIT RAMP SN over W 154 ST NB RMP FROM I71

Map

Coordinates:
+41.43861, -81.80389
41°26'19" N, 81°48'14" 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:15.4 ft. [4.7 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 2016

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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.1 tons [24.6 metric tons]
Sufficiency rating:84.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$178,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201684.1GoodVery GoodVery GoodVery Good-46295
March 201591.6GoodVery GoodVery GoodVery Good-46295
March 201491.6GoodVery GoodVery GoodVery Good-46295
May 201259.0PoorPoorPoorFairSD46295
May 201156.0PoorPoorPoorFairSD46295
July 201056.0PoorPoorPoorFairSD46295
March 200957.0PoorPoorPoorFairSD46295
April 200857.0PoorPoorPoorFairSD46295
March 200774.7PoorPoorFairFairSD46295
February 200674.7PoorPoorFairFairSD46295
February 200474.7PoorPoorFairFairSD46295
January 200374.7PoorPoorFairFairSD46295
March 200274.7PoorPoorFairFairSD46295
February 200176.7PoorPoorFairFairSD46295
September 199978.8FairFairFairFair-46295
October 199878.8FairFairFairFair-46295
July 199678.8FairFairSatisfactoryFair-46295
June 199593.4FairSatisfactorySatisfactorySatisfactory-46295
June 199493.4FairSatisfactorySatisfactoryGood-46295
June 199392.4FairSatisfactorySatisfactoryGood-46295
July 199294.4FairSatisfactorySatisfactoryGood-46295
July 199194.4FairSatisfactoryGoodGood-46295

Element Data

Source: National Bridge Elements dataset, 2016 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.220220000
Deck
Reinforced Concrete Slabsq. ft.3,3053,305000