I110 SR8A over I110 & City Streets
Map
Coordinates:
+30.42486, -87.2150330°25'29" N, 87°12'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I110 SR8A over I110 & City Streets |
Structure number: | 480164 |
Location: | I110/CSX RR 350290A |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 155.8 ft. [47.5 m] |
Total length: | 8136.6 ft. [2479.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance above deck: | 17.1 ft. [5.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 16 |
Main spans material: | Steel continuous [4] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,500 [as of 2015] |
Truck traffic: | 5% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 20500 | 85.0 |
February 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 20750 | 84.9 |
February 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 18000 | 85.4 |
March 2011 | Good | Good | Good | Good | 17000 | 76.0 |
March 2009 | Good | Good | Good | Good | 22000 | 75.1 |
March 2007 | Good | Good | Good | Good | 19750 | 75.5 |
April 2005 | Good | Good | Good | Good | 19750 | 75.5 |
April 2003 | Good | Good | Good | Good | 19750 | 75.5 |
April 2001 | Good | Good | Good | Good | 18500 | 76.8 |
April 1999 | Good | Good | Good | Good | 19750 | 76.7 |
April 1997 | Fair | Good | Satisfactory | Good | 17250 | 73.7 |
April 1995 | Fair | Good | Satisfactory | Good | 20500 | 73.8 |
April 1993 | Fair | Good | Satisfactory | Good | 18392 | 74.0 |
June 1991 | Fair | Good | Satisfactory | Good | 18392 | 74.0 |
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 Closed Web/Box Girder | linear ft. | 4,462 | 0 | 4,448 | 14 | 0 |
Steel Protective Coating | sq. ft. | 1,000 | 1,000 | 0 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 41,529 | 41,519 | 6 | 4 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 381,946 | 0 | 381,946 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 136 | 122 | 0 | 14 | 0 |
Reinforced Concrete Abutment | linear ft. | 43 | 43 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 3,156 | 2,141 | 1,000 | 15 | 0 |
Joints |
Pourable Joint | linear ft. | 2,736 | 2,056 | 548 | 3 | 129 |
Assembly with Seal | each | 214 | 114 | 100 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 884 | 571 | 263 | 50 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 16,270 | 16,045 | 217 | 8 | 0 |