MO 291 N over MISSOURI RVR
Map
Coordinates:
+39.16787, -94.3948939°10'04" N, 94°23'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MO 291 N over MISSOURI RVR |
Structure number: | 6353 |
Old structure number: | L05683 3 (from 1992 edition) |
Location: | S 12 T 50 N R 32 W |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 460.3 ft. [140.3 m] |
Total length: | 1884.0 ft. [574.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 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: | 1949 |
Year reconstructed: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 12,940 [as of 2017] |
Truck traffic: | 13% of total traffic |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 55.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $21,475,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Fair | Satisfactory | 12940 | 55.3 |
May 2016 | Fair | Good | Fair | Satisfactory | 11030 | 55.7 |
May 2015 | Fair | Good | Fair | Satisfactory | 10709 | 55.7 |
May 2013 | Fair | Good | Fair | Satisfactory | 10709 | 55.7 |
June 2011 | Fair | Good | Fair | Satisfactory | 9435 | 59.4 |
June 2009 | Poor | Good | Serious | Satisfactory | 10142 | 28.4 |
February 2008 | Fair | Very Good | Satisfactory | Satisfactory | 10033 | 70.6 |
January 2006 | Fair | Excellent | Good | Satisfactory | 21594 | 69.1 |
October 2003 | Fair | Fair | Satisfactory | Satisfactory | 10789 | 59.8 |
October 2001 | Fair | Fair | Satisfactory | Satisfactory | 11012 | 46.5 |
January 2001 | Fair | Fair | Satisfactory | Satisfactory | 16892 | 46.0 |
October 1999 | Fair | Fair | Satisfactory | Satisfactory | 16892 | 46.0 |
November 1998 | Fair | Fair | Satisfactory | Satisfactory | 16892 | 46.0 |
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. | 432 | 100 | 219 | 113 | 0 |
Steel Protective Coating | sq. ft. | 94,600 | 82,775 | 11,825 | 0 | 0 |
Steel Stringer | linear ft. | 6,656 | 6,616 | 0 | 40 | 0 |
Steel Protective Coating | sq. ft. | 40,268 | 40,141 | 127 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 50,095 | 35,713 | 14,382 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 3,340 | 2,800 | 220 | 310 | 10 |
Steel Protective Coating | sq. ft. | 138,039 | 137,046 | 993 | 0 | 0 |
Steel Floor Beam | linear ft. | 2,999 | 2,017 | 570 | 412 | 0 |
Steel Protective Coating | sq. ft. | 18,100 | 17,803 | 198 | 99 | 0 |
Steel Gusset Plate | each | 272 | 128 | 4 | 140 | 0 |
Steel Protective Coating | sq. ft. | 5,501 | 5,501 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 0 | 12 | 2 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 103 | 13 | 90 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 102 | 51 | 51 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 638 | 519 | 0 | 0 | 119 |
Reinforced Concrete Pier Cap | linear ft. | 236 | 0 | 215 | 21 | 0 |
Concrete Protective Coating | sq. ft. | 910 | 0 | 650 | 260 | 0 |
Joints |
Strip Seal Joint | linear ft. | 96 | 24 | 72 | 0 | 0 |
Compression Joint | linear ft. | 72 | 0 | 62 | 10 | 0 |
Open Joint | linear ft. | 48 | 48 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 16 | 4 | 10 | 2 | 0 |
Steel Protective Coating | sq. ft. | 16 | 4 | 12 | 0 | 0 |
Fixed Bearing | each | 6 | 0 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 0 | 6 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 3,823 | 3,058 | 765 | 0 | 0 |