Inwood Road over WIGLE CREEK

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

Map

Coordinates:
+42.28574, -96.53948
42°17'09" N, 96°32'22" W

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

Name:	Inwood Road over WIGLE CREEK
Structure number:	C002203405P
Location:	1.9S 2W OF HOMER
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	65.0 ft. `[19.8 m]`
Total length:	65.9 ft. `[20.1 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1920
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Gravel `[8]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	25 `[as of 2003]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
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:	19.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$223,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2011	Poor	Fair	Fair	Poor	25	19.3
December 2009	Poor	Fair	Fair	Poor	25	19.3
November 2007	Poor	Fair	Fair	Poor	25	19.3
August 2006	Fair	Good	Satisfactory	Satisfactory	25	31.1
August 2004	Fair	Good	Satisfactory	Satisfactory	25	31.1
September 2002	Fair	Good	Satisfactory	Satisfactory	25	31.1
October 2000	Fair	Good	Satisfactory	Satisfactory	25	31.1
September 1998	Fair	Good	Satisfactory	Satisfactory	25	31.1
September 1996	Fair	Good	Satisfactory	Satisfactory	25	31.1
November 1994	Fair	Good	Satisfactory	Satisfactory	25	31.1
October 1992	Fair	Good	Fair	Satisfactory	25	26.2
November 1989	Poor	Serious	Poor	Serious	25	19.3