LOCAL 40 J.4-1780 over NEOSHO RIVER

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

Map

Coordinates:
+38.76859, -96.67524
38°46'07" N, 96°40'31" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	LOCAL 40 J.4-1780 over NEOSHO RIVER
Structure number:	000640893204705
Location:	S. OF PARKERVILLE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	67.9 ft. `[20.7 m]`
Total length:	67.9 ft. `[20.7 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	16.4 ft. `[5.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1930
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:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	70 `[as of 2011]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	24.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$87,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2016	Poor	Fair	Poor	Poor	70	24.2
November 2013	Fair	Satisfactory	Fair	Fair	70	34.0
January 2013	Fair	Satisfactory	Satisfactory	Satisfactory	70	61.3
October 2011	Fair	Satisfactory	Satisfactory	Satisfactory	70	61.3
March 2011	Fair	Satisfactory	Satisfactory	Satisfactory	70	61.3
December 2009	Fair	Satisfactory	Satisfactory	Satisfactory	70	61.3
August 2008	Fair	Satisfactory	Satisfactory	Satisfactory	70	61.3
November 2007	Fair	Satisfactory	Satisfactory	Satisfactory	70	61.3
June 2005	Fair	Satisfactory	Satisfactory	Satisfactory	70	61.3
February 2003	Good	Good	Good	Good	70	61.3
January 2001	Good	Good	Good	Good	70	61.3
March 1999	Good	Good	Good	Good	70	61.7
February 1997	Good	Good	Good	Good	70	61.7
June 1995	Good	Good	Good	Good	70	61.3
November 1993	Good	Good	Good	Good	70	61.3
July 1991	Good	Good	Good	Good	70	61.3