US64 over ALLIGATOR RIVER
Map
Coordinates:
+35.89957, -76.0039335°53'58" N, 76°00'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US64 over ALLIGATOR RIVER |
Structure number: | 000000001770007 |
Old structure number: | 000000000177007 (from 1992 edition) |
Location: | 6.3 MI. E. JCT. SR1229 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 130.9 ft. [39.9 m] |
Total length: | 14961.7 ft. [4560.1 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Movable - Swing [17] |
Deck type: | Closed Grating [4] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,600 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 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 corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 32.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Fair | Fair | Poor | 3600 | 32.0 |
August 2016 | Poor | Poor | Fair | Poor | 3600 | 32.1 |
August 2014 | Poor | Poor | Fair | Poor | 3600 | 32.1 |
August 2012 | Poor | Poor | Fair | Poor | 3200 | 4.0 |
August 2010 | Poor | Poor | Poor | Poor | 3700 | 36.0 |
August 2008 | Poor | Poor | Poor | Poor | 3700 | 36.0 |
September 2006 | Poor | Poor | Poor | Poor | 3700 | 36.0 |
August 2002 | Poor | Poor | Poor | Poor | 3100 | 28.5 |
September 2000 | Poor | Poor | Poor | Poor | 2900 | 29.7 |
August 1998 | Poor | Poor | Poor | Poor | 2700 | 32.2 |
September 1996 | Poor | Poor | Poor | Poor | 1600 | 34.2 |
July 1994 | Poor | Poor | Poor | Poor | 2300 | 29.6 |
September 1992 | Poor | Fair | Poor | Fair | 1900 | 39.7 |
September 1990 | Poor | Fair | Poor | Fair | 1900 | 39.7 |
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. | 524 | 495 | 1 | 28 | 0 |
Steel Protective Coating | sq. ft. | 10,580 | 10,569 | 0 | 11 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 55,684 | 52,639 | 2,858 | 187 | 0 |
Steel Stringer | linear ft. | 1,566 | 1,410 | 5 | 151 | 0 |
Steel Protective Coating | sq. ft. | 7,756 | 7,456 | 300 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 403,313 | 401,284 | 1,910 | 119 | 0 |
Wearing Surfaces | sq. ft. | 274,697 | 274,697 | 0 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 512 | 417 | 3 | 92 | 0 |
Steel Protective Coating | sq. ft. | 5,892 | 5,811 | 41 | 40 | 0 |
Substructure |
Prestressed Concrete Column | each | 4 | 1 | 2 | 1 | 0 |
Reinforced Concrete Column | each | 261 | 0 | 2 | 259 | 0 |
Reinforced Concrete Abutment | linear ft. | 80 | 74 | 6 | 0 | 0 |
Steel Pile | each | 6 | 0 | 4 | 0 | 2 |
Steel Protective Coating | sq. ft. | 850 | 798 | 5 | 0 | 47 |
Prestressed Concrete Pile | each | 1,347 | 1 | 6 | 1,305 | 35 |
Reinforced Concrete Pier Cap | linear ft. | 9,396 | 7,139 | 1,989 | 268 | 0 |
Deck |
Concrete Filled Grid Deck | sq. ft. | 8,126 | 4,063 | 0 | 4,063 | 0 |
Joints |
Pourable Joint | linear ft. | 9,188 | 9,188 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 1,100 | 20 | 27 | 1,053 | 0 |
Steel Protective Coating | sq. ft. | 1,100 | 20 | 1 | 0 | 1,079 |
Fixed Bearing | each | 1,104 | 15 | 41 | 1,048 | 0 |
Steel Protective Coating | sq. ft. | 1,105 | 16 | 0 | 0 | 1,089 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 520 | 474 | 46 | 0 | 0 |
Steel Protective Coating | sq. ft. | 600 | 596 | 0 | 4 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 29,604 | 29,331 | 120 | 153 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 33,566 | 30,393 | 3,138 | 35 | 0 |