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TOWNSHIP ROAD over REDBIRD CREEK

Holt County, Nebraska

Map

Coordinates:
+42.74000, -98.46333
42°44'24" N, 98°27'48" W

Facts

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

Name:	TOWNSHIP ROAD over REDBIRD CREEK
Structure number:	C004578110
Location:	9E 19N ONEILL
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	95.1 ft. `[29.0 m]`
Roadway width between curbs:	16.4 ft. `[5.0 m]`
Deck width edge-to-edge:	16.4 ft. `[5.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1940
Year reconstructed:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
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: September 2016

Good/Fair/Poor Condition:	Good
Status:	Posted for load `[P]`
Average daily traffic:	10 `[as of 2003]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 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:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
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:	40.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2016	Good	Good	Good	Very Good	10	40.3
September 2014	Good	Good	Good	Very Good	10	40.3
September 2012	Good	Good	Good	Very Good	10	41.2
September 2010	Good	Good	Good	Very Good	10	41.2
July 2008	Fair	Good	Satisfactory	Excellent	10	41.2
October 2007	Good	Very Good	Very Good	Excellent	10	49.5
November 2005	Good	Very Good	Very Good	Excellent	10	49.5
November 2003	Good	Very Good	Very Good	Excellent	10	49.5
November 2001	Good	Very Good	Very Good	Excellent	10	43.4
October 1999	Good	Very Good	Very Good	Excellent	10	47.4
November 1997	Good	Very Good	Very Good	Excellent	10	47.4
November 1995	Fair	Very Good	Good	Satisfactory	10	47.5
November 1993	Fair	Very Good	Good	Satisfactory	10	47.5
November 1991	Fair	Good	Fair	Satisfactory	10	45.7

© Copyright 2012-19, 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/1349568