IS 70 E over MISSOURI RVR, CST MAIN S
Map
Coordinates:
+38.76471, -90.4846138°45'53" N, 90°29'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 70 E over MISSOURI RVR, CST MAIN S |
Structure number: | 2784 |
Location: | S 3280 T 46 N R 5 E |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 480.0 ft. [146.3 m] |
Total length: | 3792.2 ft. [1155.8 m] |
Roadway width between curbs: | 67.9 ft. [20.7 m] |
Deck width edge-to-edge: | 73.5 ft. [22.4 m] |
Vertical clearance above deck: | 18.0 ft. [5.5 m] |
Vertical clearance below bridge: | 52.5 ft. [16.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Year reconstructed: | 1984 |
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: | 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: | 77,206 [as of 2018] |
Truck traffic: | 12% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $81,561,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Fair | Good | 77206 | 71.5 |
July 2016 | Fair | Satisfactory | Fair | Good | 118023 | 69.1 |
July 2014 | Fair | Satisfactory | Fair | Good | 82464 | 71.2 |
July 2012 | Fair | Satisfactory | Fair | Good | 153801 | 71.5 |
August 2011 | Fair | Good | Fair | Good | 79036 | 75.6 |
August 2009 | Fair | Good | Fair | Good | 80640 | 75.5 |
November 2007 | Good | Good | Good | Good | 83032 | 87.0 |
November 2005 | Good | Good | Good | Good | 82949 | 87.0 |
March 2004 | Fair | Good | Fair | Good | 101594 | 76.5 |
February 2003 | Fair | Good | Satisfactory | Good | 99504 | 88.3 |
August 2001 | Fair | Good | Satisfactory | Good | 99703 | 88.3 |
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. | 12,415 | 11,880 | 508 | 27 | 0 |
Steel Protective Coating | sq. ft. | 258,257 | 33,164 | 132,549 | 21,508 | 71,036 |
Steel Stringer | linear ft. | 22,056 | 21,916 | 140 | 0 | 0 |
Steel Protective Coating | sq. ft. | 139,734 | 86,081 | 49,164 | 0 | 4,489 |
Deck |
Reinforced Concrete Deck | sq. ft. | 272,379 | 258,759 | 13,620 | 0 | 0 |
Wearing Surfaces | sq. ft. | 260,342 | 0 | 260,342 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 2,760 | 995 | 1,315 | 450 | 0 |
Steel Protective Coating | sq. ft. | 138,026 | 0 | 55,211 | 82,815 | 0 |
Steel Floor Beam | linear ft. | 7,933 | 7,665 | 170 | 98 | 0 |
Steel Protective Coating | sq. ft. | 133,811 | 69,062 | 49,168 | 4,419 | 11,162 |
Steel Pin or Pin & Hangar Assembly | each | 19 | 9 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 19 | 9 | 10 | 0 | 0 |
Steel Gusset Plate | each | 292 | 0 | 132 | 160 | 0 |
Steel Protective Coating | sq. ft. | 18,446 | 0 | 9,223 | 9,223 | 0 |
Substructure |
Reinforced Concrete Column | each | 36 | 34 | 2 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 244 | 190 | 54 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 204 | 189 | 11 | 4 | 0 |
Concrete Protective Coating | sq. ft. | 546 | 148 | 398 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,304 | 1,139 | 156 | 9 | 0 |
Concrete Protective Coating | sq. ft. | 2,573 | 610 | 1,663 | 236 | 64 |
Joints |
Strip Seal Joint | linear ft. | 356 | 34 | 322 | 0 | 0 |
Compression Joint | linear ft. | 612 | 0 | 612 | 0 | 0 |
Open Joint | linear ft. | 340 | 0 | 340 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 25 | 25 | 0 | 0 | 0 |
Movable Bearing | each | 82 | 24 | 53 | 5 | 0 |
Steel Protective Coating | sq. ft. | 82 | 4 | 48 | 8 | 22 |
Fixed Bearing | each | 44 | 26 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 44 | 10 | 18 | 8 | 8 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 7,577 | 7,427 | 0 | 30 | 120 |
Reinforced Concrete Bridge Rail | linear ft. | 7,613 | 4,589 | 2,893 | 131 | 0 |