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RT M S over PIKE CR

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

Map

Coordinates:
+36.98834, -91.03940
36°59'18" N, 91°02'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT M S over PIKE CR
Structure number:8637
Old structure number:S 242 1 (from 1992 edition)
Location:S 23 T 27 N R 1 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:48.9 ft. [14.9 m]
Total length:221.1 ft. [67.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,388 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:28.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,336,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2015FairSatisfactoryFairGood138828.0
February 2015FairSatisfactoryFairGood137828.0
December 2013FairSatisfactoryFairGood130428.0
December 2011FairSatisfactoryFairGood133028.0
December 2009FairSatisfactoryFairGood136827.8
December 2007FairSatisfactoryFairGood119627.8
October 2005FairSatisfactoryFairGood200627.8
December 2003FairSatisfactoryFairGood204627.8
November 2002FairSatisfactoryFairGood126427.8
November 2001FairSatisfactoryFairGood127027.8
December 2000FairSatisfactoryFairGood136813.0
November 1999FairSatisfactoryFairGood132813.0
November 1998FairSatisfactoryFairGood132813.0
October 1997FairSatisfactoryFairGood132813.0
November 1995FairSatisfactorySatisfactoryGood155723.0
January 1995FairSatisfactorySatisfactoryGood148923.0
October 1993FairSatisfactorySatisfactoryGood113223.0
November 1992FairSatisfactorySatisfactoryGood113223.0
September 1991FairSatisfactorySatisfactoryGood106723.0