I-194 over CONRAIL (ABN)
Map
Coordinates:
+42.31058, -85.1834642°18'38" N, 85°11'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-194 over CONRAIL (ABN) |
Structure number: | 000000000001204 |
Old structure number: | 13113033000R040 (from 1992 edition) |
Location: | 3.0 MI N OF I-94 |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 78.7 ft. [24.0 m] |
Total length: | 191.3 ft. [58.3 m] |
Roadway width between curbs: | 79.1 ft. [24.1 m] |
Deck width edge-to-edge: | 86.3 ft. [26.3 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 24,600 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 79.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Fair | Good | 24600 | 79.1 |
July 2015 | Fair | Satisfactory | Fair | Good | 24600 | 79.1 |
July 2013 | Fair | Satisfactory | Fair | Good | 24600 | 79.1 |
July 2011 | Poor | Satisfactory | Poor | Good | 24406 | 60.9 |
July 2009 | Fair | Satisfactory | Fair | Good | 24406 | 79.1 |
July 2007 | Fair | Satisfactory | Fair | Good | 22600 | 79.7 |
July 2005 | Fair | Satisfactory | Fair | Good | 22600 | 79.7 |
July 2003 | Fair | Fair | Fair | Good | 11000 | 83.0 |
November 2002 | Fair | Fair | Satisfactory | Good | 11000 | 94.4 |
August 2001 | Fair | Fair | Satisfactory | Good | 11000 | 94.4 |
October 1999 | Fair | Satisfactory | Satisfactory | Good | 11000 | 95.4 |
September 1997 | Fair | Satisfactory | Good | Good | 11000 | 95.4 |
June 1995 | Fair | Fair | Good | Good | 10200 | 94.7 |
May 1993 | Fair | Fair | Good | Good | 10200 | 94.7 |
May 1991 | Fair | Satisfactory | Good | Good | 10200 | 95.7 |
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. | 2,256 | 0 | 2,254 | 2 | 0 |
Steel Protective Coating | sq. ft. | 26,083 | 160 | 23,619 | 2,256 | 48 |
Deck |
Reinforced Concrete Deck | sq. ft. | 16,528 | 15,752 | 760 | 16 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 24 | 24 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 301 | 291 | 8 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 225 | 225 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 112 | 0 | 112 | 0 | 0 |
Pourable Joint | linear ft. | 191 | 168 | 6 | 0 | 17 |
Bearings |
Movable Bearing | each | 24 | 0 | 24 | 0 | 0 |
Steel Protective Coating | sq. ft. | 96 | 0 | 45 | 45 | 6 |
Fixed Bearing | each | 24 | 0 | 0 | 24 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 22 | 22 | 4 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 383 | 367 | 11 | 5 | 0 |
Steel Protective Coating | sq. ft. | 958 | 0 | 953 | 0 | 5 |
Reinforced Concrete Bridge Rail | linear ft. | 383 | 359 | 17 | 7 | 0 |