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Butter Creek Road over Butter Creek
Map
Coordinates:
+40.39160, -75.37130
40°23'30" N, 75°22'17" W
+40.39160, -75.37130
40°23'30" N, 75°22'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Butter Creek Road over Butter Creek |
| Structure number: | 000000000007575 |
| Old structure number: | 097009045303590 (from 1992 edition) |
| Location: | 2.3 Mi W PA-309 2807-A8 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 28.9 ft. [8.8 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 17.1 ft. [5.2 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Skew angle: | 45° |
| Owner: | County Highway Agency [02] |
| Year built: | 1933 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete continuous [2] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 1998] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 56.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $70,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Poor | Satisfactory | Fair | Poor | 100 | 56.2 |
| May 2016 | Poor | Satisfactory | Fair | Poor | 100 | 56.2 |
| May 2014 | Poor | Satisfactory | Fair | Poor | 100 | 56.2 |
| May 2012 | Fair | Satisfactory | Satisfactory | Fair | 100 | 77.2 |
| May 2010 | Fair | Satisfactory | Satisfactory | Fair | 100 | 77.2 |
| May 2008 | Fair | Good | Satisfactory | Fair | 100 | 77.2 |
| November 2005 | Fair | Good | Satisfactory | Fair | 100 | 77.2 |
| April 2003 | Fair | Good | Satisfactory | Fair | 100 | 77.2 |
| December 2000 | Fair | Good | Satisfactory | Satisfactory | 100 | 88.2 |
| January 1998 | Fair | Good | Satisfactory | Satisfactory | 100 | 88.2 |
| December 1995 | Fair | Good | Good | Satisfactory | 100 | 89.0 |
| September 1993 | Fair | Good | Good | Satisfactory | 100 | 78.8 |
| October 1991 | Fair | Good | Good | Satisfactory | 100 | 78.8 |
© 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/1459280
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1459280