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Coyote Rd. over DELAWARE RIVER
Map
Coordinates:
+39.78306, -95.71417
39°46'59" N, 95°42'51" W
+39.78306, -95.71417
39°46'59" N, 95°42'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Coyote Rd. over DELAWARE RIVER |
| Structure number: | 000070993003301 |
| Location: | 0.5E 4.1S OF FAIRVIEW |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 104.7 ft. [31.9 m] |
| Roadway width between curbs: | 13.8 ft. [4.2 m] |
| Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1913 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 25 [as of 2016] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 36.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $390,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Fair | Fair | Fair | 25 | 36.3 |
| October 2017 | Fair | Fair | Fair | Fair | 25 | 36.3 |
| June 2016 | Fair | Fair | Fair | Fair | 25 | 36.3 |
| July 2015 | Fair | Fair | Fair | Fair | 25 | 36.3 |
| April 2014 | Fair | Fair | Fair | Fair | 25 | 36.3 |
| January 2013 | Poor | Fair | Poor | Poor | 25 | 21.9 |
| March 2012 | Poor | Fair | Poor | Poor | 25 | 21.9 |
| April 2010 | Poor | Satisfactory | Poor | Poor | 25 | 22.9 |
| February 2008 | Poor | Satisfactory | Poor | Poor | 25 | 22.9 |
| November 2005 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
| February 2004 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
| December 2001 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
| December 1999 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
| May 1998 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
| February 1996 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
| June 1994 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
| May 1992 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
| September 1990 | Poor | Satisfactory | Poor | Poor | 25 | 23.9 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1187773
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1187773