STATE PARK ROAD over WOLF CREEK
Map
Coordinates:
+42.61549, -78.0118742°36'56" N, 78°00'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE PARK ROAD over WOLF CREEK |
Structure number: | 000000005035810 |
Location: | In LETCHWORTH STATE PARK |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.8 ft. [10.0 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Skew angle: | 30° |
Owner: | State Park, Forest, or Reservation Agency [11] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 50.7 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $426,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Fair | - | 50.7 |
November 2016 | Fair | Good | Fair | Satisfactory | - | 68.8 |
November 2014 | Fair | Good | Fair | Fair | 545 | 63.9 |
November 2012 | Fair | Fair | Fair | Fair | 545 | 62.9 |
July 2010 | Fair | Fair | Fair | Fair | 545 | 62.9 |
June 2008 | Fair | Fair | Fair | Fair | 545 | 62.9 |
July 2006 | Fair | Fair | Fair | Fair | 545 | 62.9 |
August 2004 | Fair | Fair | Fair | Fair | 545 | 66.6 |
August 2002 | Fair | Fair | Fair | Fair | 545 | 65.4 |
August 2000 | Fair | Fair | Fair | Fair | 545 | 65.4 |
September 1998 | Fair | - | Fair | Fair | 741 | 66.3 |
September 1996 | Fair | - | Fair | Fair | 741 | 69.1 |
September 1994 | Fair | - | Fair | Fair | 1000 | 63.8 |
August 1992 | Fair | - | Fair | Satisfactory | 1000 | 63.8 |
September 1991 | Poor | - | Poor | Fair | 1000 | 47.8 |
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 |
Reinforced Concrete Arch | linear ft. | 31 | 0 | 0 | 31 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 70 | 10 | 60 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 65 | 35 | 0 | 30 | 0 |
Bridge Rail |
Masonry Bridge Rail | linear ft. | 78 | 66 | 12 | 0 | 0 |