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NORTH BEND ROAD over KIRBY RD

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

Facts 

Name:NORTH BEND ROAD over KIRBY RD
Structure number:3136795
Location:0.3 MI E OF INT US27&NBEN
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,950 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:99.4 tons [90.4 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:63.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$28,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201663.0FairSatisfactoryFairFairFO1950
October 201563.0FairSatisfactoryFairFairFO6800
August 201463.0FairSatisfactoryFairFairFO6800
May 201366.0FairSatisfactoryFairSatisfactoryFO6800
June 201266.0FairSatisfactoryFairSatisfactoryFO6800
May 201166.0FairSatisfactoryFairSatisfactoryFO6800
June 201057.5FairSatisfactoryFairSatisfactoryFO6800
April 200968.5FairSatisfactorySatisfactorySatisfactoryFO6800
April 200868.5FairSatisfactorySatisfactorySatisfactoryFO6800
June 200768.5FairSatisfactorySatisfactorySatisfactoryFO6800
May 200668.5FairSatisfactorySatisfactorySatisfactoryFO6800
February 200568.5FairSatisfactorySatisfactorySatisfactoryFO6800
December 200268.5FairSatisfactorySatisfactorySatisfactoryFO6800
October 200168.5FairSatisfactorySatisfactorySatisfactoryFO6800
October 199968.5FairSatisfactorySatisfactorySatisfactoryFO6800
November 199868.5FairSatisfactorySatisfactorySatisfactoryFO6800
November 199568.5FairSatisfactorySatisfactorySatisfactoryFO6800
October 199368.5FairGoodSatisfactorySatisfactoryFO6800
October 199268.5FairGoodSatisfactorySatisfactoryFO6800
November 199168.5FairGoodSatisfactorySatisfactoryFO6800
October 199068.5FairGoodSatisfactorySatisfactoryFO6800