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E0190 over CREEK

Map

Coordinates:
+36.74311, -94.94571
36°44'35" N, 94°56'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0190 over CREEK
Structure number:070840000000000
Old structure number:58E0190N4510009 (from 1992 edition)
Location:0.1 MI W OF N4520
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
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:100 [as of 2016]
Truck traffic:10% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:38.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$265,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017Poor-PoorPoor10038.9
September 2016Poor-PoorPoor10038.9
September 2015Poor-PoorPoor10038.9
October 2014Poor-PoorPoor10038.9
November 2013Poor-PoorPoor10038.9
September 2012Poor-PoorPoor10038.9
October 2011Poor-PoorPoor10038.9
October 2010Poor-PoorPoor10038.9
August 2008Poor-PoorSatisfactory10038.9
September 2006Poor-PoorSatisfactory10038.9
July 2004Poor-PoorSatisfactory10038.9
August 2002Poor-PoorGood10038.9
January 2000Poor-PoorVery Good10038.9
January 1998PoorPoorPoorPoor10035.9
September 1995FairFairFairFair10041.3
November 1993FairFairFairFair10041.3
July 1991FairSatisfactorySatisfactorySatisfactory10049.3