IS 44 E over CST CONVENTION PL, MO 79
Map
Coordinates:
+38.63289, -90.1859238°37'58" N, 90°11'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 44 E over CST CONVENTION PL, MO 79 |
Structure number: | 6531 |
Old structure number: | L08153 3 (from 1992 edition) |
Location: | S 30 T 46 N R 7 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 132.9 ft. [40.5 m] |
Total length: | 2565.1 ft. [781.8 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 70.9 ft. [21.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 1997 |
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: | 30 |
Main spans material: | Steel continuous [4] |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 37,077 [as of 2016] |
Truck traffic: | 18% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 53.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $15,850,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Fair | Good | 37077 | 53.1 |
August 2015 | Fair | Good | Fair | Very Good | 36102 | 55.7 |
August 2013 | Fair | Good | Fair | Very Good | 47069 | 54.8 |
August 2011 | Fair | Good | Fair | Very Good | 45483 | 44.5 |
February 2010 | Fair | Good | Fair | Very Good | 46406 | 44.8 |
September 2007 | Fair | Good | Fair | Very Good | 45762 | 44.8 |
July 2005 | Fair | Good | Satisfactory | Very Good | 45716 | 68.9 |
August 2003 | Good | Good | Very Good | Very Good | 45308 | 72.1 |
October 2001 | Good | Good | Very Good | Very Good | 44465 | 90.8 |
July 2000 | Good | Good | Very Good | Very Good | 46512 | 81.1 |
July 1999 | Good | Very Good | Very Good | Very Good | 53712 | 80.4 |
June 1998 | Poor | Serious | Fair | Fair | 53712 | 62.9 |
November 1991 | Poor | Serious | Satisfactory | Satisfactory | 54140 | 72.8 |
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. | 18,165 | 17,306 | 590 | 269 | 0 |
Steel Protective Coating | sq. ft. | 202,283 | 184,743 | 7,647 | 9,893 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 133,413 | 0 | 133,413 | 0 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 100 | 73 | 21 | 6 | 0 |
Steel Protective Coating | sq. ft. | 100 | 47 | 45 | 8 | 0 |
Substructure |
Reinforced Concrete Column | each | 34 | 33 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 150 | 140 | 10 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 131 | 129 | 0 | 2 | 0 |
Steel Pier Cap | linear ft. | 1,356 | 1,289 | 23 | 44 | 0 |
Steel Protective Coating | sq. ft. | 24,925 | 24,174 | 331 | 420 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 81 | 81 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 122 | 0 | 122 | 0 | 0 |
Pourable Joint | linear ft. | 358 | 0 | 0 | 358 | 0 |
Assembly with Seal | each | 43 | 0 | 0 | 43 | 0 |
Open Joint | linear ft. | 341 | 67 | 172 | 102 | 0 |
Bearings |
Elastomeric Bearing | each | 65 | 64 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 5,920 | 5,328 | 592 | 0 | 0 |