I-71 over W 154 ST


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


Name:I-71 over W 154 ST
Structure number:1804804
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:43.0 ft. [13.1 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:140.1 ft. [42.7 m]
Deck width edge-to-edge:144.4 ft. [44.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:99,297 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Good [7 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: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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:86.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$906,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201586.5Not deficientGoodGoodVery Good99297
March 201486.5Not deficientGoodGoodVery Good99297
May 201286.5Not deficientGoodGoodVery Good99297
May 201186.5Not deficientGoodGoodVery Good99297
July 201085.6Not deficientGoodGoodVery Good108744
March 200984.6Not deficientGoodGoodVery Good108744
April 200884.6Not deficientGoodGoodVery Good108744
March 200784.6Not deficientVery GoodGoodVery Good108744
February 200684.6Not deficientVery GoodGoodVery Good108744
February 200485.1Not deficientVery GoodVery GoodVery Good103460
January 200385.1Not deficientVery GoodGoodVery Good103460
March 200284.1Not deficientVery GoodGoodVery Good103460
February 200184.9Not deficientVery GoodVery GoodVery Good94576
October 199771.4Not deficientFairSatisfactoryFair94576
July 199671.4Not deficientFairSatisfactoryFair94576
June 199585.6Not deficientFairGoodSatisfactory94576
June 199485.6Not deficientFairGoodSatisfactory94576
June 199385.9Not deficientFairGoodSatisfactory91882
July 199287.9Not deficientFairGoodSatisfactory91882
July 199187.9Not deficientFairGoodSatisfactory91882