County Route 2/2 over Short Creek
Map
Coordinates:
+40.18441, -80.6681340°11'04" N, 80°40'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Route 2/2 over Short Creek |
Structure number: | 00000000005A071 |
Location: | 0.20 mi. East jct CR30 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 113.2 ft. [34.5 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.6 ft. [14.5 m] |
Skew angle: | 17° |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,759 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 96.7 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $161,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Fair | Good | Good | 1759 | 96.7 |
August 2015 | Good | Good | Very Good | Very Good | 1700 | 97.7 |
August 2013 | Good | Good | Very Good | Very Good | 1700 | 97.7 |
August 2011 | Good | Good | Very Good | Very Good | 1700 | 97.7 |
September 2009 | Good | Good | Very Good | Very Good | 1700 | 97.7 |
February 2008 | Good | Good | Very Good | Very Good | 1600 | 97.8 |
September 2006 | Good | Very Good | Very Good | Very Good | 1600 | 97.8 |
September 2005 | Good | Very Good | Very Good | Very Good | 1500 | 97.9 |
September 2003 | Good | Very Good | Very Good | Very Good | 1500 | 97.9 |
August 2001 | Good | Very Good | Very Good | Very Good | 1500 | 97.9 |
September 1999 | Good | Excellent | Excellent | Excellent | 1500 | 97.9 |
April 1998 | Good | Excellent | Excellent | Excellent | 1500 | 97.9 |
December 1997 | Good | Excellent | Excellent | Excellent | 1500 | 97.9 |
September 1995 | Good | Excellent | Excellent | Excellent | 1100 | 98.2 |