LA3073 over VERMILION RIVER
Map
Coordinates:
+30.16304, -92.0563030°09'47" N, 92°03'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA3073 over VERMILION RIVER |
Structure number: | 032808283901521 |
Location: | .6 MI. WEST OF LA 3095 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 164.1 ft. [50.0 m] |
Total length: | 404.9 ft. [123.4 m] |
Roadway width between curbs: | 53.2 ft. [16.2 m] |
Deck width edge-to-edge: | 70.5 ft. [21.5 m] |
Vertical clearance above deck: | 20.7 ft. [6.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: | 13 |
Main spans material: | Steel [3] |
Main spans design: | Movable - Swing [17] |
Deck type: | Open Grating [3] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50,300 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
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: | 48.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Satisfactory | Fair | 50300 | 48.8 |
September 2016 | Poor | Good | Fair | Poor | 49500 | 40.8 |
September 2014 | Fair | Good | Good | Satisfactory | 51600 | 59.7 |
September 2012 | Fair | Good | Good | Satisfactory | 44400 | 60.7 |
August 2010 | Good | Good | Good | Good | 43300 | 62.7 |
September 2008 | Good | Good | Good | Good | 43200 | 62.7 |
August 2006 | Good | Good | Good | Good | 40900 | 63.3 |
October 2005 | Poor | Imminent Failure | Serious | Good | 46900 | 18.7 |
February 2005 | Poor | Imminent Failure | Serious | Good | 45800 | 18.7 |
December 2003 | Poor | Imminent Failure | Serious | Good | 44700 | 18.7 |
December 2002 | Poor | Imminent Failure | Serious | Good | 47800 | 18.7 |
December 2001 | Poor | Imminent Failure | Serious | Good | 44114 | 18.7 |
November 2000 | Poor | Imminent Failure | Serious | Good | 44114 | 18.7 |
December 1999 | Poor | Imminent Failure | Serious | Good | 42785 | 18.7 |
December 1998 | Poor | Imminent Failure | Serious | Good | 42785 | 18.7 |
December 1997 | Poor | Imminent Failure | Serious | Good | 42785 | 18.7 |
December 1996 | Poor | Imminent Failure | Serious | Good | 35002 | 18.7 |
December 1995 | Poor | Critical | Serious | Good | 34316 | 18.7 |
October 1994 | Poor | Serious | Poor | Good | 33976 | 36.0 |
December 1992 | Good | Good | Very Good | Good | 28900 | 67.2 |
December 1990 | Good | Good | Very Good | Very Good | 28900 | 67.2 |
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. | 329 | 329 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8,498 | 8,498 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 1,479 | 1,479 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,849 | 6,849 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,450 | 3,950 | 500 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 451 | 451 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,967 | 5,967 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 142 | 137 | 0 | 0 | 5 |
Prestressed Concrete Pile | each | 122 | 80 | 42 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,291 | 1,270 | 21 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 4,275 | 4,275 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18,020 | 18,020 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 637 | 0 | 637 | 0 | 0 |
Open Joint | linear ft. | 106 | 106 | 0 | 0 | 0 |
Bearings |
Other Bearing | each | 1 | 0 | 1 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 970 | 970 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12,319 | 12,319 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 480 | 480 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 14,520 | 13,310 | 1,210 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,485 | 3,485 | 0 | 0 | 0 |