Share: 
I22 (EBL) over RABBIT BRANCH
Map
Coordinates:
+33.91200, -87.50480
33°54'43" N, 87°30'17" W
+33.91200, -87.50480
33°54'43" N, 87°30'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I22 (EBL) over RABBIT BRANCH |
| Structure number: | 017848 |
| Location: | WEST OF CO RD 11 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 129.9 ft. [39.6 m] |
| Total length: | 767.1 ft. [233.8 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2004 |
| 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: October 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,373 [as of 2013] |
| Truck traffic: | 24% 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] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 96.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $7,053,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2016 | Good | Good | Good | Good | 1373 | 96.7 |
| October 2014 | Good | Good | Good | Good | 1373 | 96.7 |
| October 2012 | Good | Good | Good | Good | 1427 | 96.7 |
| October 2010 | Good | Very Good | Good | Good | 1260 | 96.7 |
| October 2008 | Good | Very Good | Good | Very Good | 1286 | 96.7 |
| October 2006 | Good | Very Good | Very Good | Very Good | 1056 | 97.9 |
| January 2005 | Good | Excellent | Excellent | Excellent | 839 | 97.9 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 4,602 | 4,602 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 31,370 | 31,370 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 102 | 102 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 195 | 195 | 0 | 0 | 0 |
| Joints | ||||||
| Open Joint | linear ft. | 205 | 205 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 72 | 72 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 1,534 | 1,500 | 34 | 0 | 0 |
© Copyright 2012-19, 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/1015414
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1015414