SR 0507 TR 507 over E BR WALLENPAUPACK CREEK
Map
Coordinates:
+41.32125, -75.3076941°19'17" N, 75°18'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 0507 TR 507 over E BR WALLENPAUPACK CREEK |
Structure number: | 000000000029908 |
Old structure number: | 510507002000000 (from 1992 edition) |
Location: | GREENE TWP @ JCT SR 3006 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,680 [as of 2017] |
Truck traffic: | 6% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 92.4 |
Estimated cost of work: | $296,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Excellent | Excellent | Good | 4680 | 92.4 |
May 2015 | Fair | Excellent | Excellent | Fair | 4600 | 80.9 |
May 2013 | Poor | Poor | Poor | Fair | 4600 | 51.9 |
May 2011 | Poor | Poor | Poor | Fair | 4781 | 51.8 |
May 2009 | Poor | Poor | Poor | Fair | 4686 | 61.5 |
May 2007 | Fair | Fair | Fair | Fair | 4530 | 81.0 |
May 2005 | Fair | Fair | Fair | Fair | 4126 | 81.4 |
June 2003 | Fair | Fair | Fair | Fair | 4312 | 81.2 |
July 2001 | Fair | Satisfactory | Fair | Fair | 4157 | 81.4 |
August 1999 | Fair | Very Good | Fair | Satisfactory | 4008 | 78.2 |
February 1998 | Fair | Very Good | Fair | Satisfactory | 3680 | 78.5 |
April 1996 | Fair | Fair | Fair | Good | 3587 | 77.6 |
June 1994 | Fair | Fair | Fair | Good | 3365 | 77.8 |
August 1992 | Fair | Satisfactory | Fair | Good | 3273 | 78.9 |
December 1990 | Fair | Satisfactory | Satisfactory | Good | 3137 | 90.4 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 906 | 450 | 0 | 453 | 3 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,894 | 1,823 | 1,071 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,644 | 1,666 | 978 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 157 | 137 | 0 | 20 | 0 |
Bearings |
Movable Bearing | each | 26 | 26 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 143 | 143 | 0 | 0 | 0 |