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COLL 7881 over WIGLE CREEK

Dakota County, Nebraska

Map

Coordinates:
+42.30600, -96.49681
42°18'22" N, 96°29'49" W

View more info at Bridgehunter.com

Facts

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

Name:	COLL 7881 over WIGLE CREEK
Structure number:	C002202510P
Location:	.7S OF HOMER
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	109.9 ft. `[33.5 m]`
Total length:	111.9 ft. `[34.1 m]`
Roadway width between curbs:	30.5 ft. `[9.3 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Skew angle:	10°
Owner:	County Highway Agency `[02]`
Year built:	2004
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
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: August 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	375 `[as of 1998]`
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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	98.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Very Good	Very Good	Very Good	375	98.3
August 2016	Good	Excellent	Excellent	Excellent	375	98.3
August 2014	Good	Excellent	Excellent	Excellent	375	98.3
August 2012	Good	Excellent	Excellent	Excellent	375	99.9
September 2010	Good	Excellent	Excellent	Excellent	375	99.9
August 2008	Good	Excellent	Excellent	Excellent	375	99.9
August 2006	Good	Excellent	Excellent	Excellent	375	99.9
October 2004	Good	Excellent	Excellent	Excellent	375	99.9
September 2002	Poor	Very Good	Poor	Fair	375	27.4
October 2000	Fair	Very Good	Fair	Fair	415	40.8
September 1998	Fair	Very Good	Fair	Fair	415	40.8
September 1996	Fair	Very Good	Fair	Fair	415	30.5
October 1994	Fair	Very Good	Satisfactory	Satisfactory	415	41.8
October 1992	Fair	Very Good	Satisfactory	Satisfactory	415	48.0
November 1989	Poor	Satisfactory	Poor	Fair	415	16.4

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