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265TH STREET over OMAHA CREEK

Dakota County, Nebraska

Map

Coordinates:
+42.28500, -96.49000
42°17'06" N, 96°29'24" W

View more info at Bridgehunter.com

Facts

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

Name:	265TH STREET over OMAHA CREEK
Structure number:	C002213410P
Location:	2.4S OF HOMER
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	100.1 ft. `[30.5 m]`
Roadway width between curbs:	19.7 ft. `[6.0 m]`
Deck width edge-to-edge:	19.7 ft. `[6.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1935
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]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	40 `[as of 2003]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	33.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Poor	Satisfactory	Fair	Serious	40	33.3
October 2015	Poor	Satisfactory	Fair	Serious	40	33.3
October 2014	Poor	Satisfactory	Poor	Serious	40	33.3
October 2013	Poor	Satisfactory	Poor	Serious	40	33.9
December 2011	Poor	Satisfactory	Fair	Poor	40	33.9
December 2009	Poor	Satisfactory	Poor	Poor	40	33.9
November 2007	Poor	Satisfactory	Poor	Poor	40	33.9
August 2006	Good	Good	Good	Good	40	47.8
August 2004	Good	Good	Good	Good	40	47.8
September 2002	Good	Good	Good	Good	40	47.8
October 2000	Good	Good	Good	Good	40	47.8
September 1998	Good	Good	Good	Good	40	47.8
September 1996	Good	Good	Good	Good	40	47.8
September 1994	Good	Good	Good	Good	40	47.8
October 1992	Fair	Satisfactory	Satisfactory	Good	40	46.1
November 1989	Poor	Critical	Poor	Critical	40	27.9

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1347213