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NORTH BEND ROAD over KIRBY RD

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.9520858940
Deck
Reinforced Concrete Decksq. ft.6,7811,5384,64255843
Wearing Surfacessq. ft.5,2364,7793221350
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.113113000
Reinforced Concrete Abutmentlinear ft.1122440480
Reinforced Concrete Pier Caplinear ft.113113000
Joints
Compression Jointlinear ft.112802570
Bearings
Movable Bearingeach3226600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2380220180