IS 64 E over IS 44, CST TUCKER BLVD,,
Map
Coordinates:
+38.62324, -90.2014638°37'24" N, 90°12'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 64 E over IS 44, CST TUCKER BLVD,, |
Structure number: | 1245 |
Location: | S 23 T 45 N R 7 E |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 248.0 ft. [75.6 m] |
Total length: | 7847.5 ft. [2391.8 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 33.8 ft. [10.3 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
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: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 47,982 [as of 2017] |
Truck traffic: | 12% of total traffic |
Deck condition: | Poor [4 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 37.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $55,044,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Poor | Fair | Satisfactory | 47982 | 37.2 |
June 2016 | Poor | Poor | Fair | Satisfactory | 47180 | 37.2 |
June 2014 | Fair | Fair | Fair | Satisfactory | 45039 | 41.2 |
July 2012 | Fair | Fair | Fair | Satisfactory | 45593 | 41.2 |
August 2011 | Poor | Fair | Poor | Satisfactory | 45593 | 2.0 |
August 2010 | Poor | Fair | Poor | Satisfactory | 46054 | 2.0 |
August 2009 | Fair | Fair | Satisfactory | Satisfactory | 46519 | 24.8 |
July 2007 | Fair | Fair | Satisfactory | Satisfactory | 45873 | 24.8 |
August 2006 | Fair | Fair | Satisfactory | Satisfactory | 45873 | 24.8 |
July 2005 | Poor | Poor | Satisfactory | Satisfactory | 45827 | 24.8 |
November 2004 | Poor | Poor | Satisfactory | Satisfactory | 45463 | 24.8 |
August 2003 | Fair | Fair | Satisfactory | Satisfactory | 45418 | 26.8 |
October 2001 | Fair | Fair | Satisfactory | Satisfactory | 44573 | 24.8 |
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. | 42,351 | 41,884 | 404 | 59 | 4 |
Steel Protective Coating | sq. ft. | 569,799 | 560,691 | 7,182 | 661 | 1,265 |
Steel Stringer | linear ft. | 6,853 | 6,853 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 37,660 | 37,660 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 394,571 | 279,599 | 83,049 | 31,923 | 0 |
Wearing Surfaces | sq. ft. | 318,843 | 255,074 | 63,769 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 2,053 | 1,928 | 125 | 0 | 0 |
Steel Protective Coating | sq. ft. | 33,396 | 33,192 | 200 | 0 | 4 |
Substructure |
Reinforced Concrete Column | each | 219 | 211 | 8 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 38 | 38 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 179 | 117 | 60 | 2 | 0 |
Steel Pier Cap | linear ft. | 90 | 90 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,415 | 2,415 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 4,199 | 3,712 | 482 | 5 | 0 |
Concrete Protective Coating | sq. ft. | 1,518 | 348 | 1,131 | 0 | 39 |
Joints |
Strip Seal Joint | linear ft. | 473 | 49 | 424 | 0 | 0 |
Compression Joint | linear ft. | 195 | 0 | 195 | 0 | 0 |
Open Joint | linear ft. | 447 | 267 | 180 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 162 | 158 | 4 | 0 | 0 |
Movable Bearing | each | 311 | 302 | 9 | 0 | 0 |
Steel Protective Coating | sq. ft. | 311 | 304 | 4 | 3 | 0 |
Fixed Bearing | each | 117 | 117 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 117 | 115 | 2 | 0 | 0 |
Pot Bearing | each | 2 | 2 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 15,694 | 0 | 7,847 | 7,847 | 0 |