Elk Drive over SPRING CREEK

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

Map

Coordinates:
+38.92901, -98.22331
38°55'44" N, 98°13'24" W

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

Name:	Elk Drive over SPRING CREEK
Structure number:	000530725104480
Location:	7.0S 3.1E OF VESPER
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	75.1 ft. `[22.9 m]`
Total length:	117.1 ft. `[35.7 m]`
Roadway width between curbs:	17.7 ft. `[5.4 m]`
Deck width edge-to-edge:	18.7 ft. `[5.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	1933
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:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	30 `[as of 2002]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. `[3]`
Scour condition:	Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. `[2]`
Sufficiency rating:	31.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$540,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2016	Poor	Fair	Fair	Serious	30	31.0
October 2015	Poor	Fair	Fair	Serious	30	31.0
November 2014	Poor	Fair	Fair	Serious	30	31.0
November 2013	Poor	Fair	Fair	Serious	30	30.0
November 2012	Poor	Fair	Fair	Serious	30	30.0
October 2011	Poor	Fair	Fair	Serious	30	30.0
October 2010	Poor	Fair	Fair	Serious	30	30.0
February 2010	Poor	Fair	Fair	Serious	30	30.0
January 2007	Fair	Fair	Fair	Fair	30	30.0
December 2004	Fair	Fair	Fair	Fair	30	30.0
November 2002	Fair	Fair	Fair	Fair	30	30.0
March 2000	Fair	Fair	Satisfactory	Satisfactory	30	39.3
September 1998	Fair	Fair	Satisfactory	Satisfactory	30	39.3
August 1996	Fair	Fair	Satisfactory	Satisfactory	30	39.3
December 1994	Fair	Fair	Satisfactory	Satisfactory	30	31.8
December 1992	Fair	Fair	Satisfactory	Satisfactory	30	31.8
December 1990	Fair	Fair	Satisfactory	Satisfactory	30	31.8