I 535 over ST LOUIS R; RR,STREET
Map
Coordinates:
+46.74971, -92.1012046°44'59" N, 92°06'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 535 over ST LOUIS R; RR,STREET |
Structure number: | 9030 |
Location: | 1.3 SE OF JCT TH 35 |
Purpose: | Carries highway over highway, waterway, and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 600.1 ft. [182.9 m] |
Total length: | 7980.4 ft. [2432.3 m] |
Roadway width between curbs: | 58.7 ft. [17.9 m] |
Deck width edge-to-edge: | 63.7 ft. [19.4 m] |
Vertical clearance above deck: | 19.0 ft. [5.8 m] |
Vertical clearance below bridge: | 118.1 ft. [36.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Year reconstructed: | 1993 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 32,500 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 55.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Fair | Satisfactory | 32500 | 55.5 |
July 2017 | Fair | Satisfactory | Fair | Satisfactory | 28000 | 55.5 |
July 2016 | Fair | Satisfactory | Fair | Satisfactory | 28000 | 55.5 |
July 2015 | Poor | Satisfactory | Poor | Satisfactory | 28000 | 44.5 |
July 2014 | Fair | Satisfactory | Fair | Fair | 28000 | 55.5 |
July 2013 | Poor | Satisfactory | Poor | Fair | 28000 | 44.5 |
September 2012 | Fair | Satisfactory | Fair | Fair | 28000 | 54.8 |
August 2011 | Poor | Satisfactory | Poor | Satisfactory | 28000 | 43.8 |
August 2010 | Fair | Satisfactory | Fair | Satisfactory | 28000 | 54.8 |
July 2009 | Fair | Satisfactory | Fair | Satisfactory | 28000 | 54.8 |
August 2008 | Fair | Good | Satisfactory | Satisfactory | 28000 | 62.8 |
October 2007 | Fair | Very Good | Satisfactory | Good | 28000 | 72.3 |
June 2006 | Good | Very Good | Very Good | Good | 28000 | 72.3 |
June 2005 | Good | Very Good | Very Good | Good | 28000 | 72.3 |
September 2004 | Good | Very Good | Very Good | Good | 28100 | 72.3 |
August 2003 | Good | Very Good | Very Good | Good | 28100 | 72.3 |
July 2002 | Good | Very Good | Very Good | Good | 26500 | 72.3 |
August 2001 | Good | Very Good | Very Good | Good | 26500 | 74.3 |
October 2000 | Good | Very Good | Very Good | Good | 26500 | 75.1 |
June 1999 | Good | Very Good | Very Good | Good | 2000 | 0.0 |
November 1998 | Good | Very Good | Very Good | Good | 26500 | 75.1 |
October 1996 | Good | Excellent | Very Good | Good | 28000 | 74.8 |
July 1995 | Good | Excellent | Very Good | Good | 28000 | 74.8 |
October 1994 | Good | Excellent | Very Good | Good | 22500 | 74.8 |
October 1993 | Good | Excellent | Very Good | Good | 22500 | 77.0 |
September 1992 | Poor | Poor | Poor | Serious | 28800 | 32.0 |
December 1991 | Poor | Poor | Poor | Serious | 28800 | 32.0 |
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. | 39,688 | 36,846 | 2,402 | 440 | 0 |
Steel Protective Coating | sq. ft. | 982,196 | 923,267 | 29,465 | 19,644 | 9,820 |
Steel Stringer | linear ft. | 32,977 | 29,227 | 3,750 | 0 | 0 |
Steel Protective Coating | sq. ft. | 188,095 | 174,930 | 7,525 | 3,760 | 1,880 |
Deck |
Reinforced Concrete Deck | sq. ft. | 594,186 | 356,512 | 178,255 | 59,419 | 0 |
Wearing Surfaces | sq. ft. | 570,250 | 558,845 | 0 | 11,405 | 0 |
Superstructure |
Steel Truss | linear ft. | 2,280 | 0 | 2,270 | 10 | 0 |
Steel Protective Coating | sq. ft. | 148,563 | 139,652 | 4,455 | 2,971 | 1,485 |
Steel Arch | linear ft. | 960 | 0 | 960 | 0 | 0 |
Steel Protective Coating | sq. ft. | 76,900 | 33,067 | 15,380 | 20,763 | 7,690 |
Steel Secondary Cable | each | 104 | 0 | 104 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,215 | 245 | 850 | 60 | 60 |
Steel Floor Beam | linear ft. | 15,724 | 13,030 | 2,574 | 120 | 0 |
Steel Protective Coating | sq. ft. | 214,800 | 201,915 | 6,445 | 4,295 | 2,145 |
Steel Pin or Pin & Hangar Assembly | each | 105 | 101 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,277 | 1,277 | 0 | 0 | 0 |
Steel Gusset Plate | each | 260 | 0 | 237 | 23 | 0 |
Steel Protective Coating | sq. ft. | 18,105 | 15,210 | 1,810 | 905 | 180 |
Substructure |
Reinforced Concrete Column | each | 112 | 90 | 17 | 5 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 578 | 0 | 578 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 258 | 205 | 45 | 8 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 800 | 0 | 800 | 0 | 0 |
Prestressed Concrete Pier Cap | linear ft. | 2,830 | 1 | 2,808 | 21 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 762 | 0 | 762 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 817 | 817 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 206 | 71 | 96 | 0 | 39 |
Assembly with Seal | each | 1,057 | 1,057 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 184 | 183 | 1 | 0 | 0 |
Movable Bearing | each | 96 | 40 | 56 | 0 | 0 |
Fixed Bearing | each | 85 | 85 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 23,940 | 0 | 11,970 | 11,970 | 0 |