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WYO 272 over Lance Creek

Niobrara County, Wyoming

Map

Coordinates:
+43.08137, -104.62878
43°04'53" N, 104°37'44" W

Facts

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

Name:	WYO 272 over Lance Creek
Structure number:	BTK
Location:	Jct Wyo 270 - North
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	46.9 ft. `[14.3 m]`
Total length:	120.1 ft. `[36.6 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.8 ft. `[10.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1969
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	24 `[as of 2016]`
Truck traffic:	14% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Fair	Satisfactory	Good	24	90.8
April 2015	Fair	Good	Satisfactory	Good	44	91.6
March 2013	Fair	Good	Satisfactory	Good	40	91.7
February 2011	Fair	Good	Satisfactory	Good	40	91.5
January 2009	Fair	Good	Satisfactory	Good	50	91.4
January 2007	Fair	Good	Satisfactory	Good	40	91.5
January 2005	Fair	Good	Satisfactory	Good	40	91.5
February 2004	Fair	Good	Satisfactory	Good	60	92.3
March 2002	Fair	Good	Satisfactory	Satisfactory	60	88.5
March 2000	Fair	Good	Fair	Satisfactory	60	77.4
February 1998	Fair	Good	Fair	Satisfactory	60	78.4
January 1996	Fair	Satisfactory	Excellent	Satisfactory	60	89.4
January 1994	Good	Very Good	Very Good	Very Good	70	90.4
February 1992	Good	Very Good	Very Good	Very Good	60	90.4
March 1990	Good	Very Good	Very Good	Good	60	90.4

© 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/1619569