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LRD CZECK RD over WHITE RIVER

Waushara County, Wisconsin

Map

Coordinates:
+43.98668, -89.22904
43°59'12" N, 89°13'45" W

Facts

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

Name:	LRD CZECK RD over WHITE RIVER
Structure number:	P69002300000000
Location:	0.5M W JCT STH 73
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	11.2 ft. `[3.4 m]`
Total length:	27.6 ft. `[8.4 m]`
Skew angle:	20°
Owner:	Town or Township Highway Agency `[03]`
Year built:	1962
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Culvert `[19]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	129 `[as of 2015]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	89.4

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
May 2018	Good	7 out of 10	129	89.4
May 2016	Good	7 out of 10	129	89.4
May 2014	Good	7 out of 10	120	89.4
May 2012	Good	7 out of 10	120	89.4
June 2010	Good	7 out of 10	120	87.4
June 2008	Good	7 out of 10	120	87.4
May 2006	Good	7 out of 10	120	87.4
June 2004	Good	8 out of 10	80	87.5
June 2002	Good	8 out of 10	80	87.5
May 2000	Good	8 out of 10	80	89.5
May 1998	Good	8 out of 10	80	87.5
May 1996	Good	8 out of 10	80	89.5
May 1994	Good	8 out of 10	80	89.5
May 1992	Good	8 out of 10	80	89.5
May 1990	Good	8 out of 10	80	89.5

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