Spring Valley RD over MIDDLE CREEK

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

Map

Coordinates:
+38.50095, -94.71384
38°30'03" N, 94°42'50" W

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

Name:	Spring Valley RD over MIDDLE CREEK
Structure number:	000611103005062
Location:	8.3S 2.0W OF LOUISBURG
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	82.0 ft. `[25.0 m]`
Roadway width between curbs:	11.8 ft. `[3.6 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Vertical clearance above deck:	13.1 ft. `[4.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1908
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:	Bridge closed to all traffic `[K]`
Average daily traffic:	20 `[as of 2011]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Imminent Failure `[1 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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]`
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,400,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2014	Poor	Good	Imminent Failure	Poor	20	0.0
November 2013	Poor	Good	Imminent Failure	Poor	20	0.0
October 2012	Poor	Good	Poor	Poor	20	0.0
November 2011	Poor	Good	Poor	Poor	20	0.0
August 2010	Poor	Good	Critical	Poor	30	0.0
May 2009	Poor	Good	Critical	Poor	30	17.2
May 2008	Poor	Good	Critical	Poor	30	0.0
June 2007	Poor	Fair	Critical	Poor	30	0.0
September 2005	Poor	Fair	Critical	Poor	30	0.0
October 2003	Poor	Fair	Serious	Poor	40	0.0
March 2001	Poor	Fair	Serious	Poor	40	0.0
December 1998	Poor	Fair	Serious	Poor	40	0.0
August 1996	Poor	Satisfactory	Serious	Fair	25	0.0
April 1994	Poor	Fair	Serious	Fair	25	0.0
February 1993	Poor	Fair	Serious	Fair	25	0.0
June 1990	Poor	Fair	Serious	Fair	25	0.0