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Spring Valley RD over NORTH WEA CREEK

Map

Coordinates:
+38.65369, -94.71294
38°39'13" N, 94°42'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Spring Valley RD over NORTH WEA CREEK
Structure number:000611103004848
Location:2.2N 2.0W OF LOUISBURG
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:89.9 ft. [27.4 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:81 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:48.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$900,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorPoorFairSatisfactory8148.1
May 2017PoorPoorFairSatisfactory8148.1
July 2015PoorPoorFairSatisfactory8148.1
June 2014PoorPoorFairSatisfactory8122.6
October 2013PoorPoorFairSatisfactory8122.6
October 2012PoorPoorFairPoor8120.5
November 2011PoorPoorFairPoor8120.5
August 2010PoorPoorFairFair15513.9
June 2009PoorPoorFairFair15513.9
March 2008PoorPoorFairFair15513.9
August 2007PoorPoorFairFair15513.9
September 2005PoorPoorFairFair15513.9
September 2003PoorPoorFairFair5019.1
March 2001PoorPoorFairFair5019.1
October 1998PoorPoorFairPoor5019.1
August 1996PoorPoorFairPoor3019.2
April 1994PoorPoorFairCritical3019.2
February 1993PoorPoorFairCritical3019.2
June 1990FairFairFairSatisfactory3049.5