SR 414 over PINE CREEK
Map
Coordinates:
+41.48641, -77.4972441°29'11" N, 77°29'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 414 over PINE CREEK |
Structure number: | 000000000024759 |
Old structure number: | 410414033000000 (from 1992 edition) |
Location: | 1 MI N OF SLATE RUN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 203.1 ft. [61.9 m] |
Total length: | 207.0 ft. [63.1 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 13.8 ft. [4.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1890 |
Year reconstructed: | 2002 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 262 [as of 2017] |
Truck traffic: | 25% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 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 replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 46.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $268,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Poor | Satisfactory | Poor | Satisfactory | 262 | 46.8 |
April 2016 | Poor | Satisfactory | Poor | Satisfactory | 217 | 47.3 |
April 2015 | Poor | Satisfactory | Poor | Satisfactory | 218 | 47.3 |
April 2013 | Poor | Satisfactory | Poor | Satisfactory | 218 | 47.3 |
August 2012 | Poor | Satisfactory | Poor | Satisfactory | 219 | 47.3 |
April 2011 | Poor | Satisfactory | Poor | Satisfactory | 254 | 42.8 |
April 2010 | Poor | Satisfactory | Poor | Satisfactory | 255 | 44.2 |
April 2009 | Poor | Satisfactory | Poor | Satisfactory | 255 | 44.2 |
April 2008 | Poor | Satisfactory | Poor | Satisfactory | 255 | 44.2 |
April 2006 | Poor | Satisfactory | Poor | Satisfactory | 236 | 43.9 |
April 2005 | Poor | Satisfactory | Poor | Satisfactory | 233 | 43.9 |
April 2004 | Poor | Satisfactory | Poor | Satisfactory | 230 | 43.9 |
April 2003 | Poor | Satisfactory | Poor | Satisfactory | 228 | 43.9 |
April 2002 | Poor | Fair | Poor | Satisfactory | 228 | 44.5 |
April 2001 | Poor | Fair | Poor | Satisfactory | 311 | 43.8 |
April 2000 | Poor | Fair | Poor | Satisfactory | 311 | 43.8 |
April 1999 | Poor | Fair | Poor | Satisfactory | 304 | 43.9 |
April 1998 | Poor | Fair | Poor | Satisfactory | 297 | 46.1 |
April 1997 | Poor | Fair | Poor | Satisfactory | 297 | 46.1 |
August 1996 | Poor | Fair | Poor | Satisfactory | 264 | 42.8 |
April 1995 | Poor | Fair | Poor | Satisfactory | 383 | 35.5 |
April 1994 | Poor | Fair | Poor | Satisfactory | 377 | 35.6 |
April 1993 | Poor | Fair | Poor | Satisfactory | 372 | 35.7 |
April 1992 | Poor | Fair | Poor | Satisfactory | 372 | 35.7 |
April 1991 | Fair | Fair | Fair | Satisfactory | 360 | 41.8 |
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 |
Steel Stringer | linear ft. | 1,218 | 0 | 1,188 | 30 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Steel Truss | linear ft. | 406 | 172 | 234 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 324 | 0 | 314 | 10 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 30 | 10 | 20 | 0 | 0 |
Masonry Abutment | linear ft. | 60 | 15 | 15 | 30 | 0 |
Deck |
Open Grid Deck | sq. ft. | 3,654 | 0 | 3,654 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 18 | 0 | 18 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 2 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 406 | 406 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |