IS 44 E over CST SUBLETTE AVE
Map
Coordinates:
+38.61912, -90.2809938°37'09" N, 90°16'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 44 E over CST SUBLETTE AVE |
Structure number: | 2006 |
Location: | S 19 T 45 N R 7 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 124.7 ft. [38.0 m] |
Roadway width between curbs: | 66.9 ft. [20.4 m] |
Deck width edge-to-edge: | 68.2 ft. [20.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Year reconstructed: | 2008 |
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: | Posted for load [P] |
Average daily traffic: | 47,352 [as of 2016] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 89.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 47352 | 89.3 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 46107 | 89.4 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 47000 | 87.3 |
August 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 63637 | 68.7 |
August 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 64929 | 68.6 |
August 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 53007 | 85.1 |
August 2005 | Fair | Satisfactory | Fair | Satisfactory | 41472 | 78.5 |
September 2003 | Fair | Satisfactory | Fair | Satisfactory | 41102 | 78.5 |
October 2001 | Fair | Satisfactory | Fair | Satisfactory | 40338 | 79.6 |
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 | 10 | 3 | 7 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 176 | 131 | 43 | 2 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 250 | 125 | 125 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 8,384 | 0 | 7,991 | 393 | 0 |
Wearing Surfaces | sq. ft. | 8,287 | 7,458 | 829 | 0 | 0 |