SAWHILL BRIDGE over BUFFALO CREEK
Map
Coordinates:
+40.18010, -80.4163040°10'48" N, 80°24'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SAWHILL BRIDGE over BUFFALO CREEK |
Structure number: | 000000000035245 |
Old structure number: | 627202042640230 (from 1992 edition) |
Location: | 030' WEST OF SR 221 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 56.1 ft. [17.1 m] |
Roadway width between curbs: | 10.8 ft. [3.3 m] |
Deck width edge-to-edge: | 11.8 ft. [3.6 m] |
Vertical clearance above deck: | 10.2 ft. [3.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1915 |
Year reconstructed: | 2005 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 38 [as of 2005] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $59,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Very Good | Very Good | 38 | 74.0 |
April 2015 | Good | Good | Very Good | Very Good | 38 | 74.0 |
April 2013 | Good | Good | Very Good | Very Good | 38 | 74.0 |
April 2011 | Good | Good | Very Good | Very Good | 38 | 29.8 |
April 2009 | Good | Very Good | Very Good | Very Good | 38 | 29.8 |
April 2007 | Good | Very Good | Excellent | Very Good | 38 | 29.8 |
May 2006 | Good | Excellent | Excellent | Excellent | 38 | 74.0 |
June 2003 | Fair | Good | Fair | Fair | 30 | 23.9 |
June 2001 | Fair | Good | Fair | Fair | 30 | 19.4 |
June 1999 | Poor | Poor | Imminent Failure | Fair | 30 | 14.8 |
June 1997 | Fair | Fair | Satisfactory | Fair | 30 | 21.7 |
July 1995 | Fair | Good | Satisfactory | Satisfactory | 30 | 37.1 |
August 1993 | Fair | Good | Satisfactory | Satisfactory | 30 | 23.6 |
July 1991 | Fair | Good | Satisfactory | Good | 30 | 25.9 |