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WEST OHIO ST over NORFOLK SOUTHERN R/R

Map 

Coordinates:
+40.45161, -80.01068
40°27'06" N, 80°00'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST OHIO ST over NORFOLK SOUTHERN R/R
Structure number:000000000002462
Old structure number:027301000031180 (from 1992 edition)
Location:301118 AT WEST PARK
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:66.9 ft. [20.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:22°
Owner:Railroad [27]
Year built:1903
Year reconstructed:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Posted for load [P]
Average daily traffic:3,656 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:18.9 tons [17.2 metric tons]
Inventory rating:2.0 tons [1.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 20142.0Structurally deficientSeriousSeriousPoor3656
June 20125.9Structurally deficientSeriousSeriousPoor1858
June 20117.6Structurally deficientSeriousSeriousPoor1579
June 20107.5Structurally deficientPoorSeriousPoor1596
June 20097.5Structurally deficientPoorSeriousPoor1596
June 20086.2Structurally deficientPoorSeriousPoor1798
January 20082.0Structurally deficientPoorSeriousPoor3596
June 20062.0Structurally deficientFairSeriousFair3556
June 20052.0Structurally deficientFairSeriousFair3526
June 20042.0Structurally deficientFairSeriousFair3484
June 200314.1Structurally deficientFairSeriousFair3484
June 20027.4Structurally deficientPoorSeriousFair3902
June 20017.6Structurally deficientPoorSeriousFair3832
June 20007.6Structurally deficientPoorSeriousFair3832
June 199914.4Structurally deficientFairCriticalFair3298
July 19986.0Structurally deficientFairCriticalFair9500
July 19976.0Structurally deficientFairCriticalFair9500
July 19962.0Structurally deficientFairSeriousFair9500
August 19952.0Structurally deficientFairSeriousFair9500
August 19942.0Structurally deficientFairSeriousSatisfactory9500
August 19932.0Structurally deficientFairPoorSatisfactory9500
May 19922.0Structurally deficientFairPoorSatisfactory9500
April 19912.0Structurally deficientFairPoorSatisfactory17000