FULTON RD over I-71
Map
Coordinates:
+41.45528, -81.7144441°27'19" N, 81°42'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FULTON RD over I-71 |
Structure number: | 1805282 |
Location: | .72 MI. N. OF JCT. US-42 |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 463.9 ft. [141.4 m] |
Roadway width between curbs: | 70.9 ft. [21.6 m] |
Deck width edge-to-edge: | 85.0 ft. [25.9 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 48° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Year reconstructed: | 2003 |
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: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,814 [as of 2015] |
Truck traffic: | 4% of total traffic |
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: | Superior to present desirable criteria [9] |
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: | 32.8 tons [29.8 metric tons] |
Sufficiency rating: | 92.4 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $1,500,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2016 | 92.4 | Good | Good | Good | Good | FO | 14814 |
March 2015 | 91.0 | Good | Good | Good | Good | FO | 25052 |
May 2013 | 90.9 | Good | Good | Good | Good | FO | 25052 |
April 2012 | 90.9 | Good | Good | Good | Good | FO | 25052 |
April 2011 | 90.9 | Good | Good | Good | Good | - | 25052 |
July 2010 | 90.9 | Good | Good | Good | Good | - | 25052 |
August 2009 | 90.8 | Good | Good | Good | Good | - | 25052 |
April 2008 | 90.8 | Good | Good | Good | Good | - | 25052 |
April 2007 | 88.8 | Good | Good | Good | Good | - | 25052 |
March 2006 | 88.8 | Good | Good | Good | Good | - | 25052 |
March 2005 | 88.8 | Good | Very Good | Good | Very Good | FO | 25052 |
March 2004 | 88.8 | Good | Very Good | Good | Very Good | FO | 25052 |
April 2003 | 88.8 | Good | Very Good | Good | Very Good | FO | 25052 |
May 2002 | 61.0 | Poor | Poor | Satisfactory | Poor | SD | 25052 |
May 2001 | 78.3 | Poor | Poor | Satisfactory | Fair | SD | 25052 |
April 2000 | 82.5 | Poor | Poor | Satisfactory | Fair | SD | 100 |
July 1999 | 82.5 | Poor | Poor | Satisfactory | Fair | SD | 100 |
July 1998 | 82.5 | Poor | Poor | Satisfactory | Fair | SD | 100 |
July 1996 | 84.5 | Fair | Fair | Good | Fair | - | 100 |
July 1994 | 93.5 | Fair | Fair | Satisfactory | Satisfactory | FO | 100 |
June 1993 | 93.5 | Fair | Fair | Satisfactory | Satisfactory | FO | 100 |
August 1992 | 95.0 | Fair | Fair | Good | Satisfactory | FO | 100 |
August 1991 | 95.0 | Fair | Fair | Good | Satisfactory | FO | 100 |