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150th RD. over CHERRY CREEK

Map

Coordinates:
+37.93606, -95.64503
37°56'10" N, 95°38'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:150th RD. over CHERRY CREEK
Structure number:001041003105840
Location:264 4.0N 5.0E US54&75 JCT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:45.9 ft. [14.0 m]
Total length:84.3 ft. [25.7 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 13.5 / HS 15 [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:20 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:41.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$440,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactoryFair2041.8
October 2017FairSatisfactorySatisfactoryFair2041.8
September 2016FairSatisfactorySatisfactoryFair2041.8
October 2015FairSatisfactorySatisfactoryFair2041.8
December 2014FairSatisfactorySatisfactoryFair2041.8
June 2012FairSatisfactorySatisfactoryFair2046.8
May 2011FairSatisfactorySatisfactoryFair2046.8
June 2010FairSatisfactorySatisfactoryFair2046.8
May 2008FairSatisfactorySatisfactoryFair2046.8
March 2008FairSatisfactorySatisfactoryFair2043.3
March 2006FairSatisfactorySatisfactoryFair2043.3
February 2004FairSatisfactorySatisfactorySatisfactory2045.3
June 2002FairSatisfactoryGoodSatisfactory2045.3
January 2000FairSatisfactoryGoodSatisfactory2045.3
February 1998FairSatisfactoryGoodSatisfactory2045.5
February 1996FairSatisfactorySatisfactorySatisfactory2045.3
March 1994FairSatisfactorySatisfactorySatisfactory2045.6
March 1992FairSatisfactorySatisfactorySatisfactory2045.6
March 1990FairGoodGoodSatisfactory2063.2