IS 44 E over CST HAMPTON AVE
Map
Coordinates:
+38.61858, -90.2881638°37'07" N, 90°17'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 44 E over CST HAMPTON AVE |
Structure number: | 2041 |
Location: | S 24 T 45 N R 6 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 92.9 ft. [28.3 m] |
Total length: | 188.0 ft. [57.3 m] |
Roadway width between curbs: | 66.6 ft. [20.3 m] |
Deck width edge-to-edge: | 69.6 ft. [21.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 45,153 [as of 2016] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 80.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Fair | Satisfactory | 45153 | 80.4 |
August 2015 | Fair | Satisfactory | Fair | Satisfactory | 43966 | 80.4 |
August 2013 | Fair | Good | Fair | Satisfactory | 44818 | 80.4 |
August 2011 | Fair | Good | Fair | Satisfactory | 60683 | 77.4 |
August 2009 | Fair | Good | Satisfactory | Satisfactory | 61915 | 88.8 |
August 2007 | Fair | Good | Satisfactory | Satisfactory | 50547 | 89.4 |
August 2005 | Fair | Good | Satisfactory | Satisfactory | 39547 | 89.9 |
September 2003 | Fair | Good | Satisfactory | Satisfactory | 39194 | 89.7 |
October 2001 | Fair | Good | Satisfactory | Satisfactory | 38465 | 89.8 |
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. | 1,474 | 1,041 | 421 | 12 | 0 |
Steel Protective Coating | sq. ft. | 19,008 | 0 | 17,017 | 1,776 | 215 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,042 | 0 | 12,862 | 180 | 0 |
Wearing Surfaces | sq. ft. | 12,532 | 11,905 | 627 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 2 | 1 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 164 | 0 | 25 | 139 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 68 | 58 | 10 | 0 | 0 |
Bearings |
Fixed Bearing | each | 8 | 7 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 2 | 5 | 1 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 399 | 0 | 399 | 0 | 0 |