I-194 NB OFF RAMP over CONRAIL (ABN)
Map
Coordinates:
+42.30991, -85.1833742°18'36" N, 85°11'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-194 NB OFF RAMP over CONRAIL (ABN) |
Structure number: | 000000000001203 |
Old structure number: | 13113033000R030 (from 1992 edition) |
Location: | 3.0 MI N OF I-94 |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 57.4 ft. [17.5 m] |
Total length: | 138.5 ft. [42.2 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 11° |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,203 [as of 2007] |
Truck traffic: | 5% 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 81.9 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Fair | Good | 12203 | 81.9 |
September 2015 | Fair | Satisfactory | Fair | Good | 12203 | 81.9 |
September 2013 | Fair | Satisfactory | Fair | Good | 12203 | 81.9 |
September 2011 | Fair | Satisfactory | Satisfactory | Good | 12203 | 93.2 |
September 2009 | Fair | Satisfactory | Satisfactory | Good | 12203 | 93.2 |
September 2007 | Fair | Satisfactory | Satisfactory | Good | 11000 | 93.4 |
September 2005 | Fair | Satisfactory | Satisfactory | Good | 11000 | 93.4 |
February 2005 | Fair | Satisfactory | Satisfactory | Good | 11000 | 93.9 |
September 2003 | Poor | Satisfactory | Poor | Good | 11000 | 66.4 |
September 2001 | Poor | Satisfactory | Poor | Good | 11000 | 66.3 |
October 1999 | Poor | Good | Poor | Good | 11000 | 71.5 |
September 1997 | Poor | Good | Poor | Good | 11000 | 66.3 |
June 1995 | Fair | Satisfactory | Good | Good | 10200 | 94.2 |
May 1993 | Fair | Satisfactory | Good | Good | 10200 | 94.2 |
May 1991 | Good | Good | Good | Good | 10200 | 94.2 |
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. | 544 | 495 | 48 | 1 | 0 |
Steel Protective Coating | sq. ft. | 4,037 | 4,027 | 8 | 0 | 2 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,590 | 2,684 | 864 | 42 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 8 | 4 | 4 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 101 | 99 | 2 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 53 | 53 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 88 | 0 | 88 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 0 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32 | 30 | 1 | 0 | 1 |
Fixed Bearing | each | 8 | 4 | 2 | 2 | 0 |
Steel Protective Coating | sq. ft. | 16 | 14 | 1 | 0 | 1 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 277 | 252 | 25 | 0 | 0 |
Steel Protective Coating | sq. ft. | 970 | 0 | 968 | 0 | 2 |