CTH YY over WHITE RIVER
Map
Coordinates:
+44.02059, -89.2481244°01'14" N, 89°14'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH YY over WHITE RIVER |
Structure number: | B69000800000000 |
Location: | 2.9M E JCT STH 22 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 62.3 ft. [19.0 m] |
Total length: | 65.3 ft. [19.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 606 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 73.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Very Good | Very Good | 606 | 73.4 |
May 2016 | Good | Good | Very Good | Very Good | 606 | 73.4 |
May 2014 | Good | Good | Very Good | Very Good | 580 | 73.4 |
May 2012 | Good | Very Good | Very Good | Very Good | 580 | 81.4 |
June 2010 | Good | Very Good | Very Good | Very Good | 580 | 81.4 |
June 2008 | Good | Very Good | Very Good | Very Good | 580 | 81.4 |
May 2006 | Good | Very Good | Very Good | Very Good | 580 | 81.4 |
June 2004 | Good | Very Good | Very Good | Very Good | 380 | 82.5 |
June 2002 | Good | Very Good | Very Good | Very Good | 220 | 87.0 |
May 2000 | Good | Very Good | Very Good | Very Good | 220 | 87.0 |
May 1998 | Good | Very Good | Very Good | Very Good | 220 | 87.0 |
May 1996 | Good | Very Good | Very Good | Very Good | 220 | 87.0 |
May 1994 | Good | Very Good | Very Good | Very Good | 220 | 86.8 |
May 1992 | Good | Very Good | Very Good | Very Good | 220 | 86.8 |
May 1990 | Good | Excellent | Excellent | Excellent | 244 | 86.8 |