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SHADY LANE over ALLEGHENY CREEK
Map
Coordinates:
+40.85640, -75.09110
40°51'23" N, 75°05'28" W
+40.85640, -75.09110
40°51'23" N, 75°05'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SHADY LANE over ALLEGHENY CREEK |
| Structure number: | 000000000028886 |
| Old structure number: | 487214061800050 (from 1992 edition) |
| Location: | N. OF HARTZELLS FERRY |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Roadway width between curbs: | 17.4 ft. [5.3 m] |
| Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
| Skew angle: | 30° |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1908 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 150 [as of 2010] |
| Truck traffic: | 1% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 69.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $83,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | - | Satisfactory | Fair | 150 | 69.9 |
| October 2015 | Fair | - | Satisfactory | Fair | 150 | 66.9 |
| October 2013 | Fair | - | Satisfactory | Fair | 150 | 66.9 |
| October 2011 | Fair | - | Satisfactory | Fair | 150 | 66.9 |
| October 2009 | Fair | - | Satisfactory | Fair | 140 | 66.9 |
| October 2007 | Fair | - | Satisfactory | Fair | 140 | 66.9 |
| October 2005 | Fair | - | Satisfactory | Fair | 140 | 66.9 |
| October 2003 | Fair | - | Satisfactory | Good | 140 | 78.9 |
© 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/1471428
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1471428