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FETTERS MILL ROAD over PENNYPACK CREEK
Map
Coordinates:
+40.13010, -75.07150
40°07'48" N, 75°04'17" W
+40.13010, -75.07150
40°07'48" N, 75°04'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FETTERS MILL ROAD over PENNYPACK CREEK |
| Structure number: | 000000000027999 |
| Old structure number: | 467046107000270 (from 1992 edition) |
| Location: | .6 Mi NW PA-232 3259-J10 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 82.0 ft. [25.0 m] |
| Total length: | 85.0 ft. [25.9 m] |
| Roadway width between curbs: | 15.1 ft. [4.6 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Vertical clearance above deck: | 10.5 ft. [3.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1883 |
| Year reconstructed: | 1998 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 3,280 [as of 2012] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Imminent Failure [1 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 20.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $674,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Poor | Fair | Imminent Failure | Poor | 3280 | 20.0 |
| April 2016 | Poor | Fair | Serious | Poor | 3280 | 2.0 |
| April 2014 | Poor | Fair | Serious | Poor | 3280 | 2.0 |
| April 2012 | Poor | Fair | Serious | Poor | 3280 | 2.0 |
| April 2010 | Poor | Fair | Poor | Poor | 3280 | 2.0 |
| April 2008 | Poor | Fair | Poor | Poor | 3150 | 0.0 |
| February 2006 | Poor | Fair | Poor | Poor | 3150 | 2.0 |
| February 2004 | Poor | Fair | Poor | Poor | 3150 | 2.0 |
| February 2002 | Poor | Satisfactory | Poor | Poor | 3150 | 3.0 |
| February 2000 | Poor | Satisfactory | Poor | Fair | 3150 | 3.0 |
| March 1998 | Poor | Satisfactory | Serious | Fair | 3150 | 1.0 |
| January 1996 | Poor | Satisfactory | Poor | Fair | 3150 | 1.0 |
| March 1994 | Poor | Satisfactory | Poor | Fair | 3150 | 3.0 |
| March 1992 | Fair | Satisfactory | Satisfactory | Fair | 3150 | 6.6 |
| March 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 3150 | 24.2 |
© 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/1470794
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1470794