IS 44 E over CST SOUTHWEST AVE
Map
Coordinates:
+38.61328, -90.3012038°36'48" N, 90°18'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 44 E over CST SOUTHWEST AVE |
Structure number: | 2002 |
Location: | S 25 T 45 N R 6 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 164.1 ft. [50.0 m] |
Roadway width between curbs: | 79.1 ft. [24.1 m] |
Deck width edge-to-edge: | 82.4 ft. [25.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 1° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 47,822 [as of 2016] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Satisfactory | Satisfactory | 47822 | 94.7 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 46565 | 94.8 |
August 2013 | Fair | Satisfactory | Satisfactory | Good | 47467 | 94.8 |
August 2011 | Fair | Satisfactory | Satisfactory | Good | 64269 | 94.0 |
August 2009 | Fair | Satisfactory | Satisfactory | Good | 65574 | 93.9 |
August 2007 | Fair | Satisfactory | Satisfactory | Good | 53533 | 94.5 |
August 2005 | Fair | Satisfactory | Satisfactory | Good | 41883 | 95.0 |
September 2003 | Fair | Satisfactory | Satisfactory | Good | 41509 | 95.0 |
October 2001 | Fair | Satisfactory | Satisfactory | Good | 40736 | 96.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 10 | 3 | 7 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 176 | 130 | 30 | 16 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 338 | 0 | 338 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 13,460 | 11,916 | 674 | 870 | 0 |
Wearing Surfaces | sq. ft. | 13,064 | 0 | 13,064 | 0 | 0 |