COUNTY ROAD 142 over SWAN LAKE OUTLET
Map
Coordinates:
+41.75309, -74.7822541°45'11" N, 74°46'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 142 over SWAN LAKE OUTLET |
Structure number: | 000000003356020 |
Location: | JCT CR 142 & SH 55 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,435 [as of 2016] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 77.7 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $797,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Satisfactory | Satisfactory | 2435 | 77.7 |
October 2015 | Fair | Fair | Good | Satisfactory | 1369 | 79.5 |
September 2013 | Fair | Fair | Good | Satisfactory | 1369 | 81.7 |
September 2011 | Fair | Fair | Good | Satisfactory | 1360 | 85.6 |
September 2009 | Fair | Fair | Good | Satisfactory | 1369 | 81.7 |
December 2007 | Fair | Fair | Good | Satisfactory | 1826 | 81.4 |
November 2005 | Fair | Satisfactory | Good | Satisfactory | 2183 | 81.2 |
October 2003 | Fair | Satisfactory | Good | Satisfactory | 2183 | 85.1 |
September 2001 | Fair | Satisfactory | Good | Satisfactory | 2183 | 85.1 |
August 2000 | Poor | Satisfactory | Good | Poor | 2183 | 57.3 |
August 1999 | Poor | Good | Very Good | Poor | 2183 | 57.3 |
August 1997 | Fair | Satisfactory | Satisfactory | Fair | 1326 | 75.5 |
July 1995 | Poor | Fair | Fair | Poor | 1326 | 58.1 |
July 1993 | Poor | Fair | Fair | Poor | 1100 | 53.1 |
June 1991 | Poor | Fair | Fair | Poor | 1100 | 54.1 |
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 |
Steel Girder/Beam | linear ft. | 217 | 96 | 96 | 25 | 0 |
Steel Protective Coating | sq. ft. | 1,320 | 0 | 1,190 | 130 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,116 | 558 | 550 | 8 | 0 |
Wearing Surfaces | sq. ft. | 868 | 434 | 434 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 70 | 0 | 70 | 0 | 0 |
Steel Pile | each | 22 | 0 | 22 | 0 | 0 |
Steel Protective Coating | sq. ft. | 418 | 0 | 418 | 0 | 0 |
Steel Pier Cap | linear ft. | 70 | 0 | 0 | 70 | 0 |
Steel Protective Coating | sq. ft. | 354 | 0 | 0 | 176 | 178 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 62 | 62 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 316 | 254 | 62 | 0 | 0 |