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LRD WILLOW DAM RD over TOMAHAWK R

Oneida County, Wisconsin

Map

Coordinates:
+45.71250, -89.84472
45°42'45" N, 89°50'41" W

Facts

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

Name:	LRD WILLOW DAM RD over TOMAHAWK R
Structure number:	B43005600000000
Location:	1.2M N JCT CTH D
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	113.9 ft. `[34.7 m]`
Total length:	116.5 ft. `[35.5 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	Town or Township Highway Agency `[03]`
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:	Prestressed concrete `[5]`
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: July 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	320 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. `[9]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	89.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Good	Good	Good	320	89.3
May 2017	Good	Good	Good	Very Good	320	89.3
May 2015	Good	Good	Good	Very Good	320	89.3
May 2013	Good	Excellent	Excellent	Excellent	305	89.3
May 2011	Good	Excellent	Excellent	Excellent	305	89.3
May 2009	Good	Excellent	Excellent	Excellent	305	89.3
May 2008	Good	Excellent	Excellent	Excellent	305	89.3
October 2007	Good	Excellent	Excellent	Excellent	305	89.3

© 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/1603386