STH 112 over WHITE RIVER
Map
Coordinates:
+46.49762, -90.9092146°29'51" N, 90°54'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STH 112 over WHITE RIVER |
Structure number: | B02041400000000 |
Location: | 3.7M N JCT CTH E |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1926 |
Year reconstructed: | 1985 |
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 continuous [6] |
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: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,700 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 95.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Fair | Good | Satisfactory | 1700 | 95.8 |
October 2015 | Fair | Fair | Good | Satisfactory | 1700 | 95.8 |
May 2014 | Fair | Fair | Good | Satisfactory | 1700 | 96.8 |
May 2012 | Fair | Satisfactory | Good | Satisfactory | 1700 | 99.7 |
May 2010 | Fair | Satisfactory | Good | Satisfactory | 4300 | 89.8 |
May 2008 | Fair | Very Good | Very Good | Satisfactory | 4300 | 89.8 |
May 2006 | Fair | Very Good | Very Good | Satisfactory | 1650 | 96.5 |
August 2004 | Fair | Very Good | Very Good | Satisfactory | 1650 | 96.5 |
August 2003 | Fair | Very Good | Very Good | Satisfactory | 1650 | 96.5 |
August 2001 | Fair | Very Good | Very Good | Satisfactory | 1600 | 96.6 |
July 2000 | Good | Very Good | Very Good | Very Good | 1600 | 96.6 |
June 1999 | Good | Very Good | Very Good | Very Good | 1300 | 97.2 |
November 1998 | Good | Very Good | Very Good | Very Good | 1300 | 97.2 |
September 1997 | Good | Very Good | Very Good | Very Good | 1300 | 97.2 |
July 1996 | Good | Very Good | Very Good | Very Good | 1695 | 96.4 |
May 1995 | Good | Very Good | Very Good | Very Good | 1695 | 96.4 |
October 1994 | Good | Very Good | Very Good | Very Good | 1695 | 96.4 |
July 1993 | Good | Very Good | Very Good | Very Good | 1250 | 97.3 |
August 1991 | Good | Very Good | Very Good | Very Good | 1520 | 96.8 |