US 80 over ALABAMA RIVER
Map
Coordinates:
+32.40500, -87.0166732°24'18" N, 87°01'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 80 over ALABAMA RIVER |
Structure number: | 002273 |
Old structure number: | 000000082402530 (from 1992 edition) |
Location: | IN CITY OF SELMA |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 250.0 ft. [76.2 m] |
Total length: | 1248.4 ft. [380.5 m] |
Roadway width between curbs: | 42.3 ft. [12.9 m] |
Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
Vertical clearance above deck: | 13.5 ft. [4.1 m] |
Vertical clearance below bridge: | 59.1 ft. [18.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Arch - Thru [12] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,920 [as of 2013] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 35.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $16,073,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Fair | Fair | Satisfactory | 13920 | 35.8 |
January 2015 | Fair | Satisfactory | Fair | Satisfactory | 13920 | 36.8 |
March 2013 | Fair | Satisfactory | Fair | Satisfactory | 13920 | 36.8 |
March 2011 | Fair | Satisfactory | Fair | Satisfactory | 18590 | 43.2 |
May 2008 | Fair | Satisfactory | Fair | Satisfactory | 17720 | 43.2 |
April 2006 | Fair | Satisfactory | Fair | Satisfactory | 18080 | 43.2 |
March 2004 | Fair | Satisfactory | Fair | Satisfactory | 23020 | 43.2 |
June 2002 | Fair | Satisfactory | Fair | Satisfactory | 23020 | 43.2 |
June 2000 | Fair | Satisfactory | Fair | Satisfactory | 24410 | 43.2 |
May 1998 | Fair | Satisfactory | Fair | Satisfactory | 23130 | 43.2 |
March 1996 | Fair | Satisfactory | Fair | Satisfactory | 19260 | 42.9 |
February 1994 | Fair | Satisfactory | Satisfactory | Good | 18440 | 44.9 |
January 1992 | Good | Good | Good | Good | 18690 | 44.9 |
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 |
Steel Stringer | linear ft. | 16,891 | 16,389 | 0 | 400 | 102 |
Steel Protective Coating | sq. ft. | 95,778 | 0 | 90,000 | 5,000 | 778 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,543 | 0 | 3,817 | 10,726 | 0 |
Superstructure |
Steel Arch | linear ft. | 480 | 476 | 0 | 0 | 4 |
Steel Protective Coating | sq. ft. | 79,678 | 0 | 19,678 | 60,000 | 0 |
Reinforced Concrete Arch | linear ft. | 1,652 | 1,604 | 18 | 30 | 0 |
Steel Floor Beam | linear ft. | 4,838 | 0 | 4,825 | 4 | 9 |
Steel Protective Coating | sq. ft. | 19,740 | 0 | 0 | 19,000 | 740 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 54,075 | 0 | 4,892 | 49,183 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 22 | 0 | 22 | 0 | 0 |
Steel Protective Coating | sq. ft. | 924 | 0 | 0 | 924 | 0 |
Steel Gusset Plate | each | 48 | 39 | 0 | 2 | 7 |
Steel Protective Coating | sq. ft. | 576 | 0 | 0 | 500 | 76 |
Substructure |
Reinforced Concrete Column | each | 26 | 16 | 1 | 9 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 273 | 181 | 0 | 92 | 0 |
Reinforced Concrete Abutment | linear ft. | 243 | 206 | 18 | 19 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 72 | 0 | 8 | 64 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 795 | 793 | 1 | 1 | 0 |
Joints |
Pourable Joint | linear ft. | 573 | 476 | 52 | 30 | 15 |
Assembly without Seal Joint | linear ft. | 173 | 173 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 168 | 0 | 168 | 0 | 0 |
Steel Protective Coating | sq. ft. | 707 | 0 | 0 | 707 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 2,196 | 2,192 | 0 | 0 | 4 |
Steel Protective Coating | sq. ft. | 5,710 | 0 | 0 | 5,710 | 0 |