IS 44 E over CST VANDEVENTER AVE
Map
Coordinates:
+38.61847, -90.2601238°37'06" N, 90°15'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 44 E over CST VANDEVENTER AVE |
Structure number: | 1846 |
Location: | S 20 T 45 N R 6 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 95.5 ft. [29.1 m] |
Total length: | 200.1 ft. [61.0 m] |
Roadway width between curbs: | 66.6 ft. [20.3 m] |
Deck width edge-to-edge: | 69.2 ft. [21.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 39° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Year reconstructed: | 2018 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 50,166 [as of 2018] |
Truck traffic: | 12% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 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: | 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: | 93.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Very Good | Excellent | Satisfactory | 50166 | 93.6 |
August 2017 | Fair | Fair | Fair | Satisfactory | 49278 | 79.7 |
August 2015 | Fair | Fair | Fair | Satisfactory | 47982 | 79.8 |
August 2013 | Fair | Fair | Fair | Satisfactory | 50507 | 79.7 |
August 2011 | Fair | Fair | Fair | Satisfactory | 76546 | 78.2 |
August 2009 | Fair | Fair | Fair | Satisfactory | 78100 | 77.5 |
August 2007 | Fair | Fair | Satisfactory | Satisfactory | 50489 | 90.4 |
August 2005 | Fair | Fair | Satisfactory | Satisfactory | 50439 | 90.5 |
September 2003 | Fair | Fair | Satisfactory | Good | 49989 | 89.4 |
October 2001 | Fair | Fair | Satisfactory | Good | 49059 | 91.5 |
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. | 1,510 | 1,186 | 319 | 5 | 0 |
Steel Protective Coating | sq. ft. | 18,803 | 11,937 | 2,784 | 3,703 | 379 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,881 | 10,825 | 1,876 | 1,108 | 72 |
Substructure |
Reinforced Concrete Column | each | 8 | 0 | 4 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 204 | 104 | 50 | 50 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 172 | 0 | 172 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 16 | 0 | 16 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 425 | 25 | 280 | 120 | 0 |