Share: 
NORTH AV over GIRTYS RUN
Map
Coordinates:
+40.49300, -79.97510
40°29'35" N, 79°58'30" W
+40.49300, -79.97510
40°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 |
© Copyright 2012-19, 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/1456237
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1456237