Share: 
CR733(BEAL'S MILL) over COHANSEY RIVER
Map
Coordinates:
+39.52484, -75.26603
39°31'29" N, 75°15'58" W
+39.52484, -75.26603
39°31'29" N, 75°15'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR733(BEAL'S MILL) over COHANSEY RIVER |
| Structure number: | 0600032 |
| Location: | 1.5 MILES W OF ROUTE 77 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 61.0 ft. [18.6 m] |
| Roadway width between curbs: | 28.5 ft. [8.7 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1931 |
| Year reconstructed: | 1995 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 166 [as of 2016] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 55.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Fair | Good | Fair | 166 | 55.5 |
| August 2016 | Fair | Satisfactory | Good | Fair | 166 | 55.5 |
| August 2014 | Fair | Fair | Good | Good | 162 | 87.1 |
| September 2012 | Fair | Fair | Good | Good | 159 | 87.1 |
| September 2010 | Fair | Satisfactory | Good | Good | 156 | 88.1 |
| September 2008 | Fair | Satisfactory | Good | Good | 153 | 88.1 |
| May 2006 | Fair | Satisfactory | Good | Good | 150 | 88.1 |
| May 2004 | Good | Good | Good | Good | 148 | 90.1 |
| January 2002 | Good | Very Good | Good | Good | 144 | 89.8 |
| November 1999 | Good | Very Good | Good | Good | 144 | 89.8 |
| November 1997 | Good | Very Good | Good | Good | 150 | 92.5 |
| November 1995 | Good | Very Good | Good | Good | 150 | 92.5 |
| November 1993 | Poor | Poor | Good | Good | 146 | 53.7 |
| December 1991 | Poor | Poor | Good | Good | 146 | 53.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Timber Girder/Beam | linear ft. | 915 | 860 | 55 | 0 | 0 |
| Substructure | ||||||
| Timber Pile | each | 35 | 19 | 16 | 0 | 0 |
| Timber Pier Cap | linear ft. | 150 | 133 | 15 | 2 | 0 |
| Deck | ||||||
| Timber Deck | sq. ft. | 1,830 | 1,829 | 1 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,830 | 0 | 1,098 | 732 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 122 | 122 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 294 | 294 | 0 | 0 | 0 |
© 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/1364798
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1364798