SR 83 over OVER LOR-090 -2055
Map
Coordinates:
+41.46417, -82.0217541°27'51" N, 82°01'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 83 over OVER LOR-090 -2055 |
Structure number: | 4704290 |
Location: | .32 MILES NORTH OF SR 254 |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 282.2 ft. [86.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Year reconstructed: | 1997 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,485 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Very Good | Good | 14485 | 98.6 |
August 2016 | Good | Good | Very Good | Good | 14485 | 98.6 |
August 2015 | Good | Good | Very Good | Good | 16380 | 98.5 |
August 2014 | Good | Good | Very Good | Good | 16380 | 98.5 |
July 2013 | Good | Good | Very Good | Good | 16380 | 98.5 |
July 2012 | Good | Good | Very Good | Good | 16380 | 98.5 |
September 2011 | Good | Good | Very Good | Good | 14545 | 98.6 |
August 2010 | Fair | Very Good | Very Good | Satisfactory | 14545 | 98.6 |
September 2009 | Fair | Very Good | Very Good | Satisfactory | 14545 | 98.6 |
August 2008 | Good | Very Good | Very Good | Good | 10305 | 99.0 |
August 2007 | Good | Very Good | Very Good | Good | 10305 | 99.0 |
August 2006 | Good | Very Good | Very Good | Very Good | 10305 | 99.0 |
July 2005 | Good | Very Good | Very Good | Very Good | 10402 | 99.0 |
August 2004 | Good | Very Good | Very Good | Very Good | 10402 | 99.0 |
March 2003 | Good | Very Good | Very Good | Very Good | 3636 | 99.7 |
February 2002 | Good | Very Good | Very Good | Very Good | 3636 | 95.6 |
December 1999 | Good | Very Good | Very Good | Very Good | 3636 | 95.6 |
March 1999 | Good | - | Very Good | Very Good | 6770 | 90.3 |
December 1996 | Poor | Poor | Very Good | Satisfactory | 6770 | 87.3 |
January 1996 | Poor | Poor | Very Good | Satisfactory | 6770 | 74.8 |
November 1994 | Poor | Poor | Very Good | Satisfactory | 6770 | 75.0 |
December 1993 | Fair | Fair | Very Good | Satisfactory | 6770 | 77.0 |
December 1992 | Fair | Fair | Good | Very Good | 6770 | 77.0 |
December 1991 | Poor | Poor | Very Good | Very Good | 5252 | 75.2 |