LRD CZECK RD over WHITE RIVER
Map
Coordinates:
+43.98668, -89.2290443°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 |