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COLL 7327 over MINNECHADUZA CREEK

Cherry County, Nebraska

Map

Coordinates:
+42.88981, -100.53461
42°53'23" N, 100°32'05" W

Facts

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

Name:	COLL 7327 over MINNECHADUZA CREEK
Structure number:	C0E1616105
Location:	.7N VALENTINE
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	48.9 ft. `[14.9 m]`
Total length:	49.9 ft. `[15.2 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	24.6 ft. `[7.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	2014
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Concrete `[1]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	150 `[as of 1998]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	85.0
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
April 2018	Fair	Fair	Good	Good	150	85.0
April 2016	Good	Very Good	Good	Good	150	86.1
April 2014	Good	Very Good	Very Good	Very Good	150	86.1
May 2012	Poor	Poor	Poor	Poor	150	32.4
May 2010	Poor	Poor	Poor	Poor	150	32.4
May 2008	Poor	Poor	Poor	Poor	150	32.4
August 2006	Poor	Fair	Fair	Poor	150	50.9
July 2004	Poor	Fair	Fair	Poor	150	50.9
November 2002	Poor	Fair	Fair	Poor	150	50.9
May 2000	Poor	Fair	Fair	Poor	150	50.9
October 1998	Poor	Fair	Fair	Poor	150	50.9
June 1996	Poor	Satisfactory	Satisfactory	Poor	150	33.6
December 1994	Poor	Satisfactory	Satisfactory	Poor	150	33.6
December 1992	Fair	Satisfactory	Satisfactory	Satisfactory	150	66.5
November 1990	Fair	Satisfactory	Satisfactory	Satisfactory	150	66.5

© 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/1355696