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US 23 over OVER CONV CTR CONN & NSR

Map 

Coordinates:
+39.97222, -82.99722
39°58'20" N, 82°59'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 23 over OVER CONV CTR CONN & NSR
Structure number:2500663
Location:0.53 MI N OF US40
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:84.0 ft. [25.6 m]
Total length:536.4 ft. [163.5 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1915
Year reconstructed:2012
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:7
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:20,570 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:42.0 tons [38.2 metric tons]
Sufficiency rating:80.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201580.6Not deficientExcellentExcellentGood20570
March 201480.6Not deficientExcellentExcellentGood20570
February 201256.5Structurally deficientPoorGoodSatisfactory20570
February 201056.7Structurally deficientPoorGoodSatisfactory19110
April 200956.7Structurally deficientPoorGoodSatisfactory19110
May 200871.5Structurally deficientPoorGoodSatisfactory19110
July 200771.5Structurally deficientPoorGoodSatisfactory19110
May 200671.0Structurally deficientPoorGoodSatisfactory22690
September 200574.2Functionally obsoleteSatisfactoryGoodSatisfactory22690
April 200474.2Functionally obsoleteSatisfactoryGoodSatisfactory22690
March 200373.7Functionally obsoleteSatisfactoryGoodSatisfactory26200
February 200274.5Functionally obsoleteSatisfactoryGoodSatisfactory19790
March 200076.5Functionally obsoleteSatisfactoryGoodSatisfactory19790
March 199976.5Functionally obsoleteSatisfactoryGoodSatisfactory19790
March 199775.5Functionally obsoleteSatisfactoryGoodSatisfactory19790
February 199675.8Functionally obsoleteSatisfactoryGoodSatisfactory17278
March 199563.9Functionally obsoleteFairGoodFair17278
March 199463.9Functionally obsoleteFairGoodFair17278
February 199363.9Functionally obsoleteFairGoodFair17278
March 199263.9Functionally obsoleteFairGoodFair17278
February 199163.9Functionally obsoleteFairGoodFair17278