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COUNTY HIGHWAY over BIG CEDAR CREEK

Garfield County, Nebraska

Map

Coordinates:
+41.89167, -98.81333
41°53'30" N, 98°48'48" W

Facts

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

Name:	COUNTY HIGHWAY over BIG CEDAR CREEK
Structure number:	C003612810P
Location:	17E 7.5N BURWELL
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	49.9 ft. `[15.2 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:	1940
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Wood or timber `[7]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	5 `[as of 2003]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Serious `[3 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	26.5
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	Good	Satisfactory	Serious	5	26.5
October 2015	Poor	Good	Satisfactory	Poor	5	26.5
July 2014	Poor	Fair	Poor	Poor	5	25.5
October 2013	Poor	Poor	Serious	Serious	5	24.5
October 2011	Poor	Poor	Serious	Serious	5	24.5
August 2010	Poor	Poor	Poor	Poor	5	24.5
October 2009	Poor	Poor	Poor	Poor	5	24.5
September 2008	Poor	Fair	Poor	Poor	5	28.5
December 2007	Poor	Poor	Poor	Poor	5	40.7
October 2005	Fair	Satisfactory	Good	Satisfactory	5	54.8
September 2003	Fair	Satisfactory	Good	Satisfactory	5	54.8
October 2001	Fair	Satisfactory	Good	Satisfactory	5	52.9
November 1999	Fair	Fair	Excellent	Fair	5	44.9
January 1998	Fair	Fair	Excellent	Satisfactory	5	51.9
November 1995	Fair	Fair	Excellent	Good	5	51.9
November 1993	Poor	Serious	Fair	Serious	5	24.5
November 1991	Poor	Serious	Fair	Serious	5	24.5

© 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/1348815