IS 70 E over ST LOUIS TERMINAL
Map
Coordinates:
+38.68452, -90.2422738°41'04" N, 90°14'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 70 E over ST LOUIS TERMINAL |
Structure number: | 12014 |
Old structure number: | A5895 4 (from 1992 edition) |
Location: | S 2 T 45 N R 7 E |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 106.0 ft. [32.3 m] |
Total length: | 286.1 ft. [87.2 m] |
Roadway width between curbs: | 166.3 ft. [50.7 m] |
Deck width edge-to-edge: | 173.2 ft. [52.8 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 55° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
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: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 93,911 [as of 2017] |
Truck traffic: | 18% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Very Good | Good | 93911 | 83.0 |
July 2015 | Fair | Satisfactory | Excellent | Good | 89914 | 83.0 |
September 2013 | Good | Good | Excellent | Good | 94241 | 83.0 |
September 2011 | Good | Good | Excellent | Good | 92159 | 83.0 |
September 2009 | Good | Good | Excellent | Good | 94030 | 83.0 |
September 2007 | Good | Good | Excellent | Good | 96817 | 83.0 |
August 2005 | Good | Good | Excellent | Good | 96720 | 83.0 |
August 2003 | Good | Good | Excellent | Good | 95856 | 83.0 |
August 2001 | Good | Good | Excellent | Excellent | 94072 | 83.0 |
July 2000 | Good | Excellent | Excellent | Excellent | 70140 | 98.0 |
July 1998 | Good | Excellent | Excellent | Excellent | 70140 | 98.0 |
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. | 6,468 | 6,246 | 202 | 20 | 0 |
Steel Protective Coating | sq. ft. | 67,776 | 64,385 | 3,390 | 0 | 1 |
Deck |
Reinforced Concrete Deck | sq. ft. | 49,553 | 0 | 49,553 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 34 | 33 | 1 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 592 | 572 | 20 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 674 | 643 | 20 | 11 | 0 |
Concrete Protective Coating | sq. ft. | 2,412 | 0 | 2,412 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 592 | 584 | 8 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 600 | 105 | 495 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 92 | 32 | 58 | 2 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,301 | 1,041 | 255 | 5 | 0 |