AUGUSTA HILL ROAD over PAULINS KILL
Map
Coordinates:
+41.12848, -74.7287541°07'43" N, 74°43'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | AUGUSTA HILL ROAD over PAULINS KILL |
Structure number: | 1900D07 |
Location: | .1 MILE SW OF RT.206 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
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: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,770 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Very Good | Good | 1770 | 97.6 |
March 2015 | Good | Good | Very Good | Very Good | 1735 | 97.6 |
April 2013 | Good | Good | Very Good | Very Good | 1700 | 97.6 |
April 2011 | Good | Good | Very Good | Very Good | 1649 | 98.6 |
May 2009 | Good | Good | Very Good | Very Good | 1649 | 98.6 |
May 2007 | Good | Good | Very Good | Very Good | 1600 | 98.6 |
May 2005 | Good | Good | Very Good | Very Good | 1530 | 98.6 |
May 2003 | Good | Good | Very Good | Very Good | 1470 | 99.7 |
May 2001 | Good | Good | Very Good | Very Good | 1470 | 99.7 |
March 1999 | Good | Good | Very Good | Very Good | 1435 | 99.7 |
November 1996 | Good | Very Good | Very Good | Very Good | 1300 | 99.7 |
January 1995 | Good | Very Good | Very Good | Very Good | 1300 | 99.7 |
December 1992 | Poor | Poor | Critical | Fair | 1300 | 12.8 |
November 1990 | Poor | Satisfactory | Poor | Fair | 1250 | 18.6 |
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. | 479 | 479 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,005 | 2,005 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 100 | 92 | 8 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 80 | 0 | 80 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 100 | 100 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 300 | 300 | 0 | 0 | 0 |