I110 SR8A over Gonzalez St
Map
Coordinates:
+30.42410, -87.2149930°25'27" N, 87°12'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I110 SR8A over Gonzalez St |
Structure number: | 480157 |
Location: | Ramp F to Cervantes St. |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 1611.0 ft. [491.0 m] |
Roadway width between curbs: | 31.5 ft. [9.6 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Vertical clearance above deck: | 17.1 ft. [5.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: | 15 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | 6,900 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Good | Good | 6900 | 93.1 |
February 2015 | Fair | Satisfactory | Good | Good | 6500 | 88.1 |
February 2013 | Fair | Satisfactory | Good | Good | 5500 | 88.1 |
March 2011 | Good | Good | Good | Good | 5600 | 88.1 |
March 2009 | Good | Good | Good | Good | 4500 | 88.1 |
March 2007 | Good | Good | Good | Good | 6000 | 88.1 |
April 2005 | Good | Good | Good | Good | 7800 | 88.1 |
April 2003 | Good | Good | Good | Good | 7800 | 87.3 |
April 2001 | Good | Good | Good | Good | 7800 | 87.3 |
April 1999 | Good | Good | Good | Good | 7800 | 87.3 |
April 1997 | Good | Good | Good | Good | 5100 | 87.0 |
April 1995 | Good | Good | Good | Good | 4800 | 92.2 |
April 1993 | Good | Good | Good | Good | 5061 | 92.2 |
April 1991 | Good | Good | Good | Good | 4266 | 92.3 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 52 | 52 | 0 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 8,645 | 8,279 | 358 | 8 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 55,576 | 52,796 | 2,779 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 66 | 0 | 66 | 0 | 0 |
Steel Pile | each | 11 | 4 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 894 | 0 | 894 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 577 | 573 | 2 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 561 | 396 | 165 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 166 | 165 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 3,222 | 3,222 | 0 | 0 | 0 |