WAYNE TWP ROAD 66 over INDIAN TRAIL CREEK
Map
Coordinates:
+40.59863, -81.6602340°35'55" N, 81°39'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WAYNE TWP ROAD 66 over INDIAN TRAIL CREEK |
Structure number: | 7935668 |
Location: | 0.25 MI S OF CO RD 95 JCT |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1908 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Girder and floorbeam system [03] |
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: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 846 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 45.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Fair | Poor | Poor | 846 | 45.0 |
February 2017 | Poor | Fair | Poor | Poor | 846 | 30.4 |
March 2015 | Poor | Fair | Poor | Poor | 220 | 56.4 |
February 2014 | Poor | Fair | Poor | Poor | 220 | 30.7 |
January 2012 | Poor | Fair | Poor | Poor | 220 | 30.7 |
January 2010 | Poor | Fair | Poor | Poor | 220 | 30.7 |
February 2008 | Poor | Fair | Poor | Poor | 220 | 30.7 |
November 2007 | Poor | Fair | Poor | Poor | 220 | 30.7 |
March 2006 | Poor | Fair | Poor | Poor | 220 | 30.7 |
April 2005 | Poor | Fair | Poor | Poor | 220 | 30.7 |
February 2003 | Poor | Fair | Poor | Poor | 95 | 52.4 |
June 2001 | Fair | Fair | Satisfactory | Fair | 95 | 68.4 |
September 2000 | Fair | Fair | Fair | Fair | 95 | 68.4 |
September 1999 | Fair | - | Fair | Fair | 95 | 69.4 |
June 1998 | Fair | Fair | Fair | Fair | 95 | 68.4 |
April 1997 | Poor | Fair | Fair | Poor | 95 | 52.4 |
April 1996 | Poor | Fair | Fair | Poor | 95 | 52.4 |
June 1995 | Poor | Fair | Fair | Poor | 95 | 52.8 |
April 1994 | Poor | Fair | Fair | Poor | 95 | 52.8 |
April 1993 | Poor | Fair | Fair | Poor | 95 | 52.8 |
August 1990 | Poor | Poor | Fair | Poor | 95 | 50.8 |