NJ-495 over HUDS-BERG LT RL&BALDW AV
Map
Coordinates:
+40.76310, -74.0235840°45'47" N, 74°01'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NJ-495 over HUDS-BERG LT RL&BALDW AV |
Structure number: | 3800031 |
Location: | NEAR LINCOLN TUNNEL PLAZA |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 151.9 ft. [46.3 m] |
Total length: | 1277.9 ft. [389.5 m] |
Roadway width between curbs: | 76.1 ft. [23.2 m] |
Deck width edge-to-edge: | 86.3 ft. [26.3 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 99° |
Owner: | Other State Agencies [21] |
Year built: | 1937 |
Year reconstructed: | 1954 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Deck [09] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 133,210 [as of 2017] |
Truck traffic: | 5% 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 71.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $132,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Satisfactory | Satisfactory | 133210 | 71.9 |
June 2015 | Fair | Fair | Satisfactory | Satisfactory | 137900 | 71.9 |
June 2013 | Fair | Fair | Satisfactory | Satisfactory | 135191 | 71.9 |
June 2011 | Fair | Fair | Satisfactory | Satisfactory | 132528 | 63.2 |
June 2009 | Fair | Fair | Satisfactory | Satisfactory | 129917 | 63.3 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 127370 | 73.9 |
June 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 125913 | 73.9 |
June 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 121000 | 73.9 |
July 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 121000 | 73.7 |
September 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 118600 | 72.7 |
September 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 117600 | 72.7 |
October 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 117600 | 75.0 |
October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 117600 | 90.0 |
July 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 117600 | 92.0 |
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 Girder/Beam | linear ft. | 2,155 | 1,890 | 215 | 50 | 0 |
Steel Protective Coating | sq. ft. | 39,652 | 36,852 | 1,000 | 1,000 | 800 |
Reinforced Concrete Girder/Beam | linear ft. | 2,385 | 1,754 | 337 | 294 | 0 |
Steel Stringer | linear ft. | 13,770 | 13,520 | 180 | 70 | 0 |
Steel Protective Coating | sq. ft. | 85,374 | 84,074 | 600 | 400 | 300 |
Deck |
Reinforced Concrete Deck | sq. ft. | 110,419 | 85,162 | 24,676 | 581 | 0 |
Wearing Surfaces | sq. ft. | 97,128 | 97,128 | 0 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 546 | 346 | 150 | 50 | 0 |
Steel Protective Coating | sq. ft. | 13,650 | 13,180 | 100 | 250 | 120 |
Steel Floor Beam | linear ft. | 2,700 | 2,435 | 215 | 50 | 0 |
Steel Protective Coating | sq. ft. | 37,800 | 37,060 | 240 | 280 | 220 |
Reinforced Concrete Floor Beam | linear ft. | 2,468 | 2,167 | 173 | 128 | 0 |
Substructure |
Steel Column | each | 24 | 17 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20,000 | 19,986 | 14 | 0 | 0 |
Reinforced Concrete Column | each | 84 | 45 | 9 | 30 | 0 |
Reinforced Concrete Abutment | linear ft. | 90 | 72 | 10 | 8 | 0 |
Joints |
Compression Joint | linear ft. | 994 | 822 | 170 | 2 | 0 |
Bearings |
Movable Bearing | each | 12 | 8 | 0 | 4 | 0 |
Steel Protective Coating | sq. ft. | 120 | 92 | 0 | 28 | 0 |
Fixed Bearing | each | 7 | 5 | 0 | 2 | 0 |
Steel Protective Coating | sq. ft. | 70 | 50 | 0 | 20 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 3,834 | 3,448 | 143 | 243 | 0 |