CR 262 F KINNEY PI over FULTON CREEK
Map
Coordinates:
+40.41298, -83.3103140°24'47" N, 83°18'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 262 F KINNEY PI over FULTON CREEK |
Structure number: | 8035652 |
Location: | 1.5 MI. N OF CR 200 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 9° |
Owner: | County Highway Agency [02] |
Year built: | 1990 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 295 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Very Good | Very Good | Satisfactory | 295 | 98.9 |
October 2017 | Fair | Very Good | Very Good | Satisfactory | 295 | 99.9 |
September 2016 | Fair | Very Good | Very Good | Satisfactory | 295 | 99.9 |
September 2015 | Fair | Very Good | Very Good | Satisfactory | 470 | 98.8 |
January 2015 | Fair | Very Good | Very Good | Satisfactory | 470 | 98.8 |
December 2013 | Good | Very Good | Very Good | Very Good | 470 | 98.8 |
January 2013 | Good | Very Good | Very Good | Very Good | 470 | 98.8 |
November 2011 | Good | Very Good | Very Good | Very Good | 470 | 98.8 |
February 2010 | Good | Very Good | Very Good | Very Good | 470 | 98.8 |
January 2009 | Good | Very Good | Very Good | Very Good | 470 | 88.7 |
January 2006 | Good | Very Good | Very Good | Very Good | 470 | 88.7 |
January 2005 | Good | Very Good | Very Good | Very Good | 470 | 88.7 |
February 2004 | Good | Very Good | Very Good | Very Good | 470 | 88.7 |
January 2003 | Good | Very Good | Very Good | Very Good | 470 | 88.7 |
January 2002 | Good | Very Good | Very Good | Very Good | 470 | 88.7 |
October 1999 | Good | Excellent | Excellent | Very Good | 470 | 88.7 |
November 1997 | Good | Excellent | Excellent | Very Good | 470 | 88.7 |
October 1996 | Good | Excellent | Excellent | Very Good | 470 | 88.7 |
November 1995 | Good | Excellent | Excellent | Very Good | 470 | 98.8 |
November 1994 | Good | Excellent | Excellent | Very Good | 470 | 98.8 |
November 1993 | Good | Excellent | Excellent | Very Good | 470 | 98.8 |
October 1992 | Good | Very Good | Very Good | Good | 470 | 98.8 |
October 1991 | Good | Excellent | Excellent | Very Good | 470 | 98.8 |