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ENTRANCE RAMP NS over W 154 ST SB RAMP TO I-71

Map

Coordinates:
+41.43861, -81.80389
41°26'19" N, 81°48'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ENTRANCE RAMP NS over W 154 ST SB RAMP TO I-71
Structure number:1804839
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:46.9 ft. [14.3 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2000
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:8,400 [as of 2000]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$200,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201693.2GoodVery GoodGoodVery GoodFO8400
March 201593.2GoodVery GoodGoodGoodFO8400
March 201493.2GoodVery GoodGoodGoodFO8400
May 201293.2GoodVery GoodVery GoodVery GoodFO8400
May 201193.2GoodVery GoodVery GoodVery GoodFO8400
July 201093.2GoodVery GoodVery GoodVery GoodFO8400
March 200993.2GoodVery GoodVery GoodVery GoodFO8400
April 200893.2GoodVery GoodVery GoodVery Good-8400
March 200793.2GoodVery GoodExcellentVery Good-8400
February 200693.2GoodVery GoodExcellentVery Good-8400
February 200493.2GoodVery GoodVery GoodVery Good-8400
January 200391.2GoodVery GoodVery GoodVery Good-8400
March 200291.2GoodVery GoodVery GoodVery Good-8400
February 200191.6GoodVery GoodVery GoodVery Good-46295
October 199778.8FairFairSatisfactoryFair-46295
July 199678.8FairFairSatisfactoryFair-46295
June 199591.4FairFairGoodSatisfactory-46295
June 199491.4FairFairGoodSatisfactory-46295
June 199391.4FairFairGoodSatisfactory-46295
July 199294.4FairSatisfactoryGoodSatisfactory-46295
July 199194.4FairSatisfactoryGoodSatisfactory-46295