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I235 N&S BND LANES over STORM SEWER DRAINAGE

Map 

Coordinates:
+37.62828, -97.36127
37°37'42" N, 97°21'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I235 N&S BND LANES over STORM SEWER DRAINAGE
Structure number:999923500873601
Location:0.43 MI W SENECA ST
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:14.1 ft. [4.3 m]
Total length:33.5 ft. [10.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:37,100 [as of 2014]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:96.8 tons [88.0 metric tons]
Sufficiency rating:83.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$69,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201483.0Not deficient---37100
August 201283.0Not deficient---36500
August 201083.0Not deficient---38100
August 200883.0Not deficient---35900
February 200783.0Not deficient---37700
August 200683.0Not deficient---37400
August 200483.0Not deficient---37700
August 200283.0Not deficient---37200
March 200083.0Not deficient---31080
September 199883.0Not deficient---31080
April 199683.0Not deficient---29590
July 199483.0Not deficient---32260
February 199283.0Not deficient---22220
July 199083.0Not deficient---25860