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US-23 over CSX & NS RAILROAD

Map 

Coordinates:
+39.92083, -82.99528
39°55'15" N, 82°59'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-23 over CSX & NS RAILROAD
Structure number:2500612
Location:0.36 MI. N. OF SR-104
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:91.5 ft. [27.9 m]
Total length:286.4 ft. [87.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:74.8 ft. [22.8 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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:22,780 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:79.9 tons [72.6 metric tons]
Inventory rating:47.7 tons [43.4 metric tons]
Sufficiency rating:74.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201574.1Not deficientVery GoodExcellentVery Good22780
March 201474.1Not deficientVery GoodExcellentVery Good22780
February 201274.1Not deficientExcellentExcellentExcellent22780
February 201074.1Not deficientExcellentExcellentExcellent22300
April 200974.1Not deficientExcellentExcellentExcellent22300
May 200874.1Not deficientExcellentExcellentExcellent22300
January 200874.1Not deficientExcellentVery GoodExcellent22300