GREENSBURG PIKE over DITCH 2312 GREENSBURG PK
Map
Coordinates:
+41.31125, -83.5997541°18'41" N, 83°35'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GREENSBURG PIKE over DITCH 2312 GREENSBURG PK |
Structure number: | 8733414 |
Location: | 0.39 ML W OF HUFFMAN RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 4° |
Owner: | County Highway Agency [02] |
Year built: | 1979 |
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: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 70 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Good | Satisfactory | 70 | 93.0 |
October 2016 | Fair | Good | Good | Satisfactory | 70 | 93.0 |
November 2015 | Fair | Good | Good | Satisfactory | 230 | 87.4 |
December 2014 | Fair | Good | Good | Satisfactory | 230 | 87.4 |
December 2013 | Fair | Good | Good | Satisfactory | 230 | 87.4 |
December 2012 | Fair | Good | Good | Satisfactory | 230 | 86.4 |
March 2012 | Fair | Good | Good | Satisfactory | 230 | 86.4 |
March 2011 | Fair | Good | Good | Satisfactory | 230 | 86.4 |
September 2008 | Fair | Satisfactory | Good | Satisfactory | 230 | 86.4 |
September 2007 | Fair | Satisfactory | Good | Satisfactory | 230 | 86.4 |
April 2006 | Fair | Satisfactory | Good | Satisfactory | 230 | 86.4 |
December 2003 | Fair | Good | Good | Satisfactory | 230 | 86.4 |
November 2001 | Fair | Good | Good | Satisfactory | 230 | 86.4 |
September 1999 | Fair | Good | Very Good | Satisfactory | 230 | 86.4 |
August 1997 | Fair | Good | Very Good | Satisfactory | 230 | 86.4 |
July 1995 | Good | Good | Very Good | Good | 230 | 85.9 |
May 1993 | Fair | Good | Very Good | Satisfactory | 230 | 85.9 |
June 1991 | Fair | Good | Very Good | Satisfactory | 200 | 86.9 |