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Ramp to I10 WB over AL & GC RR
Map
Coordinates:
+30.50620, -87.26958
30°30'22" N, 87°16'10" W
+30.50620, -87.26958
30°30'22" N, 87°16'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Ramp to I10 WB over AL & GC RR |
| Structure number: | 480143 |
| Location: | 0.2 Miles East of US29 |
| Purpose: | Carries highway over railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 57.4 ft. [17.5 m] |
| Total length: | 152.9 ft. [46.6 m] |
| Roadway width between curbs: | 26.9 ft. [8.2 m] |
| Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Skew angle: | 38° |
| Owner: | State Highway Agency [01] |
| Year built: | 1961 |
| Year reconstructed: | 1996 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: May 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,400 [as of 2017] |
| Truck traffic: | 7% 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: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| 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: | 90.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Good | Good | Good | Good | 1400 | 90.1 |
| June 2016 | Good | Good | Good | Good | 1400 | 90.1 |
| July 2014 | Good | Good | Good | Good | 1400 | 81.4 |
| August 2012 | Good | Good | Good | Good | 1400 | 81.4 |
| August 2010 | Good | Good | Good | Good | 1300 | 81.4 |
| September 2008 | Good | Good | Good | Good | 1300 | 81.4 |
| October 2006 | Good | Good | Good | Good | 1300 | 81.4 |
| November 2004 | Good | Good | Good | Good | 3450 | 79.0 |
| December 2002 | Good | Good | Good | Good | 3450 | 79.2 |
| January 2001 | Good | Good | Good | Good | 3450 | 79.2 |
| March 1999 | Good | Good | Good | Good | 3450 | 79.2 |
| March 1997 | Good | Good | Good | Good | 3450 | 79.0 |
| March 1995 | Fair | Good | Good | Satisfactory | 3000 | 76.2 |
| April 1993 | Fair | Good | Good | Satisfactory | 817 | 88.9 |
| May 1991 | Fair | Good | Good | Satisfactory | 936 | 88.9 |
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. | 823 | 823 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,605 | 2,025 | 2,580 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 76 | 76 | 0 | 0 | 0 |
| Reinforced Concrete Pile | each | 4 | 4 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 76 | 75 | 1 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 154 | 102 | 52 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 32 | 0 | 32 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 306 | 306 | 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/1082581
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1082581