COUNTY ROUTE 519 over LOCKATONG CREEK
Map
Coordinates:
+40.47089, -75.0207840°28'15" N, 75°01'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 519 over LOCKATONG CREEK |
Structure number: | 1000010 |
Location: | .04 MILES NORTH OF CR 651 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2016 |
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: | Not applicable [N] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,008 [as of 2017] |
Truck traffic: | 3% of total traffic |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | - | Very Good | Very Good | 2008 | 93.8 |
April 2016 | Good | - | Excellent | Excellent | 1990 | 94.8 |
April 2015 | Poor | - | Poor | Fair | 1270 | 61.0 |
May 2013 | Poor | - | Poor | Fair | 2414 | 54.1 |
May 2011 | Poor | - | Poor | Fair | 2366 | 54.3 |
May 2009 | Poor | - | Poor | Fair | 2101 | 55.0 |
May 2007 | Poor | - | Poor | Fair | 2101 | 55.0 |
June 2005 | Poor | - | Poor | Fair | 2060 | 55.1 |
May 2003 | Poor | - | Poor | Fair | 2100 | 55.0 |
May 2001 | Poor | - | Poor | Fair | 2100 | 55.0 |
December 1998 | Poor | - | Poor | Fair | 2060 | 55.1 |
October 1998 | Poor | - | Poor | Fair | 2020 | 55.2 |
August 1996 | Poor | - | Poor | Fair | 2020 | 55.2 |
June 1994 | Poor | - | Poor | Fair | 1795 | 57.1 |
February 1992 | Poor | - | Poor | Fair | 1795 | 34.1 |
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. | 42 | 42 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 83 | 83 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 52 | 52 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 260 | 260 | 0 | 0 | 0 |