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KENNEDY AVENUE over RAILROAD

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KENNEDY AVENUE over RAILROAD
Structure number:3136671
Location:0.7MI S OF INT MONT&KENED
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:54.1 ft. [16.5 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:22°
Owner:County Highway Agency [02]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 1991]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:29.3 tons [26.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$70,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201543.2Structurally deficientPoorPoorFair3200
May 201447.9Structurally deficientPoorPoorPoor3200
April 201343.2Structurally deficientPoorPoorFair3200
May 201243.2Structurally deficientPoorPoorFair3200
May 201143.2Structurally deficientPoorPoorPoor3200
June 201047.7Structurally deficientFairPoorPoor3200
May 200947.7Structurally deficientFairPoorPoor3200
May 200847.7Structurally deficientFairPoorPoor3200
December 200747.7Structurally deficientFairPoorPoor3200
August 200647.7Structurally deficientFairPoorPoor3200
April 200547.7Structurally deficientFairPoorPoor3200
January 200347.7Structurally deficientFairPoorPoor3200
February 200247.7Structurally deficientFairPoorPoor3200
February 200047.6Structurally deficientFairPoorPoor3200
February 199945.6Structurally deficientPoorPoorPoor3200
December 199545.6Structurally deficientPoorPoorPoor3200
November 199347.6Structurally deficientFairPoorPoor3200
December 199261.0Functionally obsoleteFairFairSatisfactory3200
November 199161.0Functionally obsoleteFairFairSatisfactory3200
November 199061.0Functionally obsoleteFairFairSatisfactory3200