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TOWNSHIP ROAD over CLATONIA CREEK

Gage County, Nebraska

Map

Coordinates:
+40.49417, -96.80000
40°29'39" N, 96°47'60" W

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Facts

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

Name:	TOWNSHIP ROAD over CLATONIA CREEK
Structure number:	C003400610
Location:	2.5E 2N OF CLATONIA
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	45.9 ft. `[14.0 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Skew angle:	25°
Owner:	County Highway Agency `[02]`
Year built:	2007
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Channel beam `[22]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	70 `[as of 2003]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	99.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Very Good	Very Good	70	99.9
October 2015	Good	Very Good	Very Good	Very Good	70	99.9
October 2013	Good	Excellent	Excellent	Excellent	70	99.9
October 2011	Good	Excellent	Excellent	Excellent	70	100.0
March 2010	Good	Excellent	Excellent	Excellent	70	100.0
December 2007	Good	Excellent	Excellent	Excellent	70	100.0
December 2006	Poor	Fair	Poor	Fair	70	24.1
October 2005	Poor	Fair	Poor	Fair	70	24.1
October 2004	Poor	Fair	Poor	Fair	70	25.1
November 2003	Poor	Fair	Poor	Fair	70	25.1
October 2002	Poor	Fair	Poor	Fair	70	25.1
October 2001	Fair	Satisfactory	Fair	Fair	70	30.0
October 1999	Fair	Good	Satisfactory	Satisfactory	70	33.2
November 1997	Fair	Good	Satisfactory	Satisfactory	70	33.2
October 1995	Fair	Very Good	Satisfactory	Satisfactory	70	33.4
November 1993	Fair	Good	Fair	Satisfactory	70	26.3
October 1991	Fair	Fair	Fair	Satisfactory	70	25.2

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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