I110 SR8A over SR752 East Texar Drive
Map
Coordinates:
+30.44674, -87.2179030°26'48" N, 87°13'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I110 SR8A over SR752 East Texar Drive |
Structure number: | 480086 |
Location: | 0.4 Miles South of SR295 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 152.9 ft. [46.6 m] |
Roadway width between curbs: | 58.1 ft. [17.7 m] |
Deck width edge-to-edge: | 61.0 ft. [18.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Year reconstructed: | 2008 |
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: | 3 |
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: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 32,250 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 96.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $35,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 32250 | 96.8 |
January 2017 | Good | Good | Good | Good | 30000 | 96.8 |
February 2015 | Good | Good | Good | Good | 29500 | 94.7 |
March 2013 | Good | Good | Good | Good | 28750 | 94.7 |
April 2011 | Good | Good | Good | Good | 17000 | 94.7 |
June 2009 | Good | Good | Good | Good | 22000 | 94.7 |
September 2008 | Good | Good | Good | Good | 29000 | 97.0 |
October 2006 | Good | Good | Good | Good | 28250 | 97.0 |
November 2004 | Good | Good | Good | Good | 28250 | 96.0 |
December 2002 | Good | Good | Good | Good | 26250 | 93.5 |
January 2001 | Good | Good | Good | Good | 28500 | 93.3 |
February 1999 | Good | Good | Good | Good | 26750 | 93.5 |
February 1997 | Good | Good | Good | Good | 23000 | 94.8 |
February 1995 | Good | Good | Good | Good | 21500 | 95.4 |
April 1993 | Good | Good | Good | Good | 18538 | 94.6 |
May 1991 | Good | Good | Good | Good | 20377 | 93.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,224 | 1,206 | 0 | 18 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,348 | 7,477 | 1,870 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 9 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 122 | 122 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 122 | 122 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 244 | 45 | 58 | 141 | 0 |
Bearings |
Movable Bearing | each | 24 | 24 | 0 | 0 | 0 |
Fixed Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 306 | 306 | 0 | 0 | 0 |