ELY ST. over BIG CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+42.59167, -91.8833342°35'30" N, 91°52'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ELY ST. over BIG CREEK |
Structure number: | 000000000000640 |
Location: | 000000000 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 208.0 ft. [63.4 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Vertical clearance above deck: | 14.1 ft. [4.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1891 |
Year reconstructed: | 1989 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 2 |
Main spans material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main spans design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2016
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 130 [as of 2005] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 15.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2016 | - | - | - | - | 130 | 15.4 |
March 2014 | - | - | - | - | 130 | 15.4 |
February 2012 | Poor | Satisfactory | Poor | Fair | 130 | 21.6 |
January 2011 | Fair | Good | Fair | Fair | 130 | 31.9 |
November 2008 | Fair | Very Good | Fair | Fair | 130 | 29.9 |
May 2007 | Fair | Very Good | Fair | Fair | 130 | 32.3 |
November 2004 | Fair | Very Good | Fair | Fair | 140 | 32.3 |
April 2003 | Fair | Very Good | Fair | Fair | 140 | 32.3 |
April 2001 | Fair | Very Good | Fair | Fair | 140 | 32.3 |
May 1999 | Fair | Very Good | Fair | Fair | 140 | 32.3 |
July 1997 | Fair | Very Good | Fair | Fair | 130 | 32.3 |
August 1994 | Fair | Very Good | Fair | Fair | 130 | 32.3 |
August 1992 | Fair | Very Good | Fair | Fair | 90 | 35.3 |
April 1990 | Fair | Very Good | Fair | Fair | 90 | 35.3 |