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RS 337 BSN 250 over TRIB. TO COURTLAND CANAL

Map

Coordinates:
+39.97737, -98.04260
39°58'39" N, 98°02'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RS 337 BSN 250 over TRIB. TO COURTLAND CANAL
Structure number:000000000450250
Location:3.4N OF WEBBER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:22.0 ft. [6.7 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1965
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:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:367 [as of 2014]
Truck traffic:15% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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]
Sufficiency rating:96.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$150,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 1036796.9
August 2016Good7 out of 1036796.9
July 2014Good7 out of 1036796.9
May 2012Good7 out of 1036796.9
June 2010Good7 out of 1036796.9
November 2008Good7 out of 1036796.9
June 2006Good7 out of 1036796.9
November 2004Good7 out of 1036796.9
August 2002Good7 out of 1036796.9
March 2000Good7 out of 1036796.9
May 1998Good7 out of 1036796.9
May 1996Good7 out of 1036796.9
May 1994Good7 out of 1029096.9
April 1992Good8 out of 1029096.9
March 1990GoodN out of 1029083.5