Share: 
MEADOWS ROAD over SAUCON CREEK
Map
Coordinates:
+40.56560, -75.34030
40°33'56" N, 75°20'25" W
+40.56560, -75.34030
40°33'56" N, 75°20'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MEADOWS ROAD over SAUCON CREEK |
| Structure number: | 000000000028854 |
| Old structure number: | 487210037690150 (from 1992 edition) |
| Location: | JUST WEST OF PA 412 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 102.0 ft. [31.1 m] |
| Roadway width between curbs: | 19.0 ft. [5.8 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1858 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 4 |
| Main spans material: | Masonry [8] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Other [9] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 350 [as of 2010] |
| Truck traffic: | 1% of total traffic |
| Superstructure condition: | Critical [2 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| 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 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: | 21.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Poor | - | Critical | Poor | 350 | 21.6 |
| April 2016 | Poor | - | Poor | Fair | 350 | 21.8 |
| April 2014 | Poor | - | Poor | Fair | 350 | 21.8 |
| April 2013 | Poor | - | Poor | Fair | 350 | 21.8 |
| April 2012 | Poor | - | Poor | Fair | 350 | 21.8 |
| April 2010 | Poor | - | Poor | Fair | 150 | 23.9 |
| June 2008 | Fair | - | Satisfactory | Satisfactory | 150 | 48.6 |
| November 2005 | Fair | - | Satisfactory | Satisfactory | 150 | 47.3 |
| November 2003 | Fair | - | Satisfactory | Satisfactory | 150 | 47.3 |
| November 2001 | Fair | - | Satisfactory | Satisfactory | 150 | 47.3 |
| December 1999 | Fair | - | Satisfactory | Satisfactory | 150 | 47.3 |
| December 1997 | Fair | - | Satisfactory | Satisfactory | 150 | 39.1 |
| October 1996 | Fair | Good | Satisfactory | Satisfactory | 150 | 39.1 |
| December 1995 | Fair | Good | Satisfactory | Satisfactory | 150 | 45.3 |
| December 1993 | Fair | Good | Satisfactory | Satisfactory | 150 | 45.3 |
| January 1992 | Fair | Good | Satisfactory | Satisfactory | 150 | 45.3 |
| January 1990 | Fair | Good | Satisfactory | Satisfactory | 150 | 45.3 |
© 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/1471412
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1471412