250TH ST. RS 55 over BUCK RUN CREEK
Map
Coordinates:
+37.71801, -94.6495137°43'05" N, 94°38'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 250TH ST. RS 55 over BUCK RUN CREEK |
Structure number: | 000000000060180 |
Location: | 1.5W 0.9S OF GARLAND |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Vertical clearance above deck: | 17.1 ft. [5.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Concrete [1] |
Main span design: | Arch - Thru [12] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 136 [as of 2006] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 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 corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 22.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $340,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Fair | Poor | Satisfactory | 136 | 22.8 |
March 2016 | Poor | Fair | Poor | Satisfactory | 136 | 22.8 |
July 2014 | Poor | Fair | Poor | Satisfactory | 136 | 22.8 |
June 2013 | Poor | Fair | Poor | Fair | 136 | 44.2 |
January 2012 | Poor | Fair | Poor | Fair | 136 | 44.2 |
February 2011 | Poor | Fair | Poor | Fair | 136 | 44.2 |
November 2009 | Poor | Fair | Poor | Fair | 136 | 44.2 |
March 2009 | Poor | Fair | Poor | Fair | 136 | 44.2 |
December 2007 | Poor | Fair | Poor | Fair | 136 | 44.2 |
June 2005 | Poor | Fair | Poor | Fair | 136 | 43.2 |
December 2002 | Poor | Fair | Poor | Fair | 136 | 44.2 |
April 2000 | Poor | Fair | Poor | Fair | 131 | 44.2 |
October 1997 | Poor | Fair | Poor | Fair | 131 | 44.5 |
October 1995 | Poor | Fair | Serious | Fair | 131 | 27.1 |
August 1993 | Poor | Fair | Poor | Fair | 131 | 44.2 |
December 1991 | Poor | Fair | Poor | Fair | 131 | 44.2 |