RTE 9W over MOODNA CREEK
Map
Coordinates:
+41.45927, -74.0233941°27'33" N, 74°01'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 9W over MOODNA CREEK |
Structure number: | 000000001007260 |
Location: | 2.1 MI S JCT RTS 9W+94 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 114.8 ft. [35.0 m] |
Total length: | 236.9 ft. [72.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 23,898 [as of 2011] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 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: | Meets minimum tolerable limits to be left in place as is [4] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 37.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $11,993,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Poor | Satisfactory | Poor | Fair | 23898 | 37.0 |
June 2015 | Fair | Satisfactory | Fair | Fair | 23696 | 48.8 |
June 2014 | Fair | Satisfactory | Fair | Fair | 23696 | 48.8 |
June 2013 | Fair | Satisfactory | Fair | Fair | 24582 | 46.0 |
May 2012 | Poor | Satisfactory | Poor | Fair | 24700 | 35.0 |
June 2011 | Fair | Satisfactory | Fair | Fair | 24700 | 46.0 |
May 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 23757 | 55.1 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 23757 | 55.1 |
May 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 17006 | 58.8 |
August 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 17006 | 63.3 |
August 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 17006 | 63.3 |
November 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 14848 | 62.4 |
October 1997 | Fair | Satisfactory | Satisfactory | Fair | 15621 | 50.4 |
October 1995 | Poor | Satisfactory | Fair | Poor | 15535 | 36.0 |
November 1993 | Poor | Satisfactory | Fair | Poor | 15535 | 36.0 |
October 1991 | Poor | Very Good | Fair | Poor | 16286 | 37.0 |
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 Stringer | linear ft. | 1,840 | 1,453 | 105 | 282 | 0 |
Steel Protective Coating | sq. ft. | 8,096 | 8,096 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,844 | 0 | 7,381 | 2,463 | 0 |
Wearing Surfaces | sq. ft. | 9,518 | 0 | 7,140 | 2,045 | 333 |
Superstructure |
Steel Truss | linear ft. | 460 | 114 | 116 | 230 | 0 |
Steel Protective Coating | sq. ft. | 13,800 | 13,110 | 690 | 0 | 0 |
Steel Floor Beam | linear ft. | 838 | 416 | 416 | 6 | 0 |
Steel Protective Coating | sq. ft. | 9,620 | 9,620 | 0 | 0 | 0 |
Steel Gusset Plate | each | 36 | 18 | 0 | 18 | 0 |
Steel Protective Coating | sq. ft. | 288 | 288 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 60 | 0 | 20 | 40 | 0 |
Reinforced Concrete Abutment | linear ft. | 116 | 0 | 73 | 43 | 0 |
Joints |
Pourable Joint | linear ft. | 84 | 84 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 4 | 0 | 0 | 4 | 0 |
Steel Protective Coating | sq. ft. | 8 | 7 | 1 | 0 | 0 |
Fixed Bearing | each | 4 | 0 | 0 | 4 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 0 | 8 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 474 | 457 | 11 | 6 | 0 |
Steel Protective Coating | sq. ft. | 2,086 | 0 | 2,086 | 0 | 0 |