NORTH AV over GIRTYS RUN
Map
Coordinates:
+40.49300, -79.9751040°29'35" N, 79°58'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NORTH AV over GIRTYS RUN |
Structure number: | 000000000002615 |
Old structure number: | 027445000010010 (from 1992 edition) |
Location: | 445001 AT BABCOCK BLVD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 35.8 ft. [10.9 m] |
Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
Skew angle: | 28° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1931 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2005] |
Truck traffic: | 6% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $47,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | - | Satisfactory | Satisfactory | 2500 | 98.6 |
April 2015 | Fair | - | Satisfactory | Satisfactory | 2500 | 95.6 |
April 2013 | Fair | - | Satisfactory | Satisfactory | 2500 | 95.6 |
April 2011 | Fair | - | Satisfactory | Satisfactory | 2500 | 95.6 |
April 2009 | Fair | - | Good | Satisfactory | 2500 | 98.6 |
July 2007 | Fair | - | Good | Satisfactory | 2500 | 98.6 |
April 2005 | Fair | - | Good | Satisfactory | 2500 | 98.6 |
April 2003 | Fair | - | Good | Satisfactory | 2500 | 98.6 |
April 2001 | Fair | - | Good | Satisfactory | 2500 | 98.6 |
May 1999 | Fair | Good | Good | Satisfactory | 2500 | 98.6 |
March 1997 | Fair | Good | Good | Satisfactory | 2500 | 98.6 |
April 1995 | Fair | Good | Good | Satisfactory | 2500 | 98.6 |
September 1993 | Fair | Good | Good | Satisfactory | 2500 | 98.6 |
August 1991 | Fair | Good | Good | Satisfactory | 2500 | 98.6 |