IS 70 E over CST ANGELICA ST
Map
Coordinates:
+38.66660, -90.1999738°39'60" N, 90°11'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 70 E over CST ANGELICA ST |
Structure number: | 11907 |
Location: | S 14 T 46 N R 2 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 171.6 ft. [52.3 m] |
Deck width edge-to-edge: | 178.8 ft. [54.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 7° |
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 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: | 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: | 112,477 [as of 2016] |
Truck traffic: | 18% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | 90.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Good | 112477 | 90.6 |
July 2015 | Fair | Satisfactory | Satisfactory | Good | 109570 | 90.7 |
September 2013 | Fair | Satisfactory | Satisfactory | Good | 114888 | 90.5 |
September 2011 | Good | Good | Good | Very Good | 112323 | 90.6 |
September 2009 | Good | Good | Good | Very Good | 114604 | 90.5 |
September 2007 | Fair | Good | Satisfactory | Very Good | 117785 | 90.4 |
August 2005 | Good | Good | Good | Very Good | 117667 | 90.4 |
August 2003 | Good | Good | Good | Excellent | 116617 | 90.4 |
June 2001 | Good | Good | Good | Excellent | 114447 | 92.6 |
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 | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 384 | 378 | 0 | 6 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 532 | 0 | 520 | 12 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 23,677 | 7,683 | 6,366 | 9,628 | 0 |