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NORTH SHORE DRIVE over PEDESTRIAN UNDER PASS

Map 

Coordinates:
+40.44500, -80.01444
40°26'42" N, 80°00'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NORTH SHORE DRIVE over PEDESTRIAN UNDER PASS
Structure number:000000000041373
Old structure number:027301000031480 (from 1992 edition)
Location:NORTH SHORE DRIVE
Purpose:Carries highway and pedestrian walkway over pedestrian/bicycle trail
Route classification:Minor Arterial (Urban) [16]
Length of largest span:45.9 ft. [14.0 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:104.8 tons [95.3 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201580.4Functionally obsoleteSatisfactoryVery GoodGood10000
October 201380.4Functionally obsoleteSatisfactoryVery GoodGood10000
October 201180.4Functionally obsoleteSatisfactoryVery GoodGood10000
October 200980.4Not deficientGoodVery GoodGood10000
March 200980.4Not deficientGoodVery GoodVery Good10000
October 200780.4Not deficientGoodVery GoodVery Good10000
October 200579.8Not deficientGoodExcellentVery Good10000
October 200379.8Not deficientGoodExcellentVery Good10000
October 200179.8Not deficientVery GoodExcellentVery Good10000