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US 69 N over FISHING RVR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.32026, -94.31347
39°19'13" N, 94°18'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 69 N over FISHING RVR
Structure number:5670
Old structure number:K 108R1 3 (from 1992 edition)
Location:S 18 T 52 N R 30 W
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.4 ft. [31.5 m]
Total length:309.1 ft. [94.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:8,284 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,272,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2014PoorFairPoorPoor828457.8
August 2013PoorFairPoorFair795156.8
September 2012PoorVery GoodPoorFair795157.9
November 2011PoorSatisfactoryPoorFair803157.8
December 2010PoorSatisfactoryPoorSerious711845.2
October 2009PoorSatisfactoryPoorSerious704845.2
July 2008PoorSatisfactorySatisfactoryPoor831362.4
October 2007PoorSatisfactorySatisfactoryPoor831362.4
December 2006PoorSatisfactorySatisfactoryPoor831363.4
December 2005FairSatisfactorySatisfactoryGood909390.6
February 2004FairSatisfactorySatisfactoryGood880890.6
February 2002FairSatisfactorySatisfactoryGood1057290.5
October 1999FairSatisfactorySatisfactoryGood1119787.8
September 1998FairSatisfactorySatisfactoryGood1119787.8
December 1997FairVery GoodSatisfactoryGood1119785.8
December 1995FairExcellentSatisfactoryGood771487.3
January 1995FairExcellentSatisfactoryGood734087.3
January 1994FairExcellentSatisfactoryGood875587.2
December 1992FairExcellentSatisfactoryGood875588.2
September 1991FairExcellentSatisfactoryGood187585.6