ALGER ROAD over IR-90
Map
Coordinates:
+41.46917, -81.8002841°28'09" N, 81°48'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | ALGER ROAD over IR-90 |
Structure number: | 1808117 |
Location: | 1.17 MI E OF JCT SR237 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 128.0 ft. [39.0 m] |
Total length: | 254.9 ft. [77.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,702 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 44.6 tons [40.5 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 78.2 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 78.2 | Fair | Satisfactory | Good | Good | FO | 6702 |
March 2015 | 78.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
March 2014 | 78.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
March 2013 | 78.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
February 2011 | 78.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
March 2010 | 78.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
May 2009 | 78.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
June 2008 | 78.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
May 2007 | 76.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
March 2006 | 76.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
March 2005 | 76.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
April 2004 | 76.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
June 2003 | 76.5 | Fair | Satisfactory | Good | Good | FO | 3780 |
April 2002 | 80.6 | Fair | Satisfactory | Satisfactory | Good | - | 3780 |
March 2001 | 80.6 | Fair | Satisfactory | Satisfactory | Good | - | 3780 |
June 2000 | 89.4 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 1000 |
August 1999 | 89.4 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 1000 |
July 1998 | 88.4 | Fair | Fair | Satisfactory | Satisfactory | - | 1000 |
November 1997 | 88.4 | Fair | Fair | Satisfactory | Good | - | 1000 |
July 1996 | 88.4 | Fair | Fair | Satisfactory | Good | - | 1000 |
May 1995 | 82.4 | Poor | Serious | Good | Good | SD | 1000 |
May 1994 | 86.4 | Fair | Fair | Satisfactory | Good | FO | 1000 |
April 1993 | 75.4 | Fair | Fair | Fair | Very Good | FO | 1000 |
April 1992 | 87.4 | Fair | Satisfactory | Good | Good | FO | 1000 |
March 1991 | 87.4 | Good | Good | Good | Good | FO | 1000 |