FOUNTAIN STREET over KALAMAZOO RIVER
Map
Coordinates:
+42.31499, -85.1871442°18'54" N, 85°11'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FOUNTAIN STREET over KALAMAZOO RIVER |
Structure number: | 000000000001398 |
Old structure number: | 134050600010B01 (from 1992 edition) |
Location: | IN BATTLE CREEK |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 103.0 ft. [31.4 m] |
Roadway width between curbs: | 52.2 ft. [15.9 m] |
Deck width edge-to-edge: | 64.3 ft. [19.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,700 [as of 1993] |
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: | 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: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 5700 | 80.0 |
October 2015 | Good | Good | Good | Good | 5700 | 80.0 |
October 2013 | Good | Good | Good | Good | 5700 | 80.0 |
October 2011 | Good | Good | Good | Good | 5700 | 80.0 |
October 2009 | Good | Good | Good | Good | 5700 | 80.0 |
October 2007 | Good | Good | Good | Good | 5700 | 79.8 |
October 2005 | Good | Good | Good | Good | 5700 | 79.8 |
November 2003 | Good | Good | Good | Good | 5700 | 80.1 |
November 2001 | Good | Good | Good | Good | 5700 | 80.1 |
January 2001 | Good | Good | Good | Good | 5700 | 80.1 |
July 1998 | Good | Good | Good | Good | 5700 | 80.1 |
May 1996 | Good | Good | Good | Good | 6857 | 80.0 |
May 1994 | Good | Very Good | Excellent | Excellent | 6857 | 79.9 |
December 1991 | Good | Very Good | Excellent | Excellent | 6857 | 79.9 |