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US90 Cervantes St. over City St & CSXRR
Map
Coordinates:
+30.42161, -87.21533
30°25'18" N, 87°12'55" W
+30.42161, -87.21533
30°25'18" N, 87°12'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US90 Cervantes St. over City St & CSXRR |
| Structure number: | 480198 |
| Location: | 0.1 miles West of I110 |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 69.2 ft. [21.1 m] |
| Total length: | 469.5 ft. [143.1 m] |
| Roadway width between curbs: | 69.6 ft. [21.2 m] |
| Deck width edge-to-edge: | 84.6 ft. [25.8 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2005 |
| 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: | 6 |
| 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: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30,500 [as of 2016] |
| Truck traffic: | 3% 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: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 93.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Good | Good | Good | 30500 | 93.6 |
| July 2015 | Good | Good | Good | Good | 27000 | 94.1 |
| August 2013 | Good | Good | Good | Good | 30500 | 93.6 |
| September 2011 | Good | Very Good | Very Good | Very Good | 27000 | 94.1 |
| October 2009 | Good | Very Good | Very Good | Very Good | 24000 | 94.5 |
| November 2007 | Good | Excellent | Excellent | Excellent | 31000 | 93.5 |
| November 2005 | Good | Excellent | Excellent | Excellent | 33500 | 93.2 |
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. | 1,200 | 1,200 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 11,909 | 11,909 | 0 | 0 | 0 |
| Prestressed Concrete Girder/Beam | linear ft. | 3,735 | 3,731 | 0 | 4 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 39,814 | 34,854 | 4,582 | 378 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 18 | 18 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 170 | 150 | 20 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 509 | 391 | 118 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 246 | 191 | 15 | 40 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 152 | 128 | 24 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 939 | 939 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1082618
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1082618