US 61 over LITTLE BAYOU PIERRE
Map
Coordinates:
+31.96437, -90.9804731°57'52" N, 90°58'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 61 over LITTLE BAYOU PIERRE |
Structure number: | 210006101108640 |
Location: | 0.3 MI S SR 18 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 174.9 ft. [53.3 m] |
Total length: | 875.0 ft. [266.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,000 [as of 2017] |
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: | 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: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 46.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $999,999,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Satisfactory | 11000 | 46.6 |
February 2017 | Fair | Fair | Satisfactory | Satisfactory | 13000 | 51.2 |
February 2016 | Fair | Fair | Satisfactory | Satisfactory | 8100 | 51.2 |
February 2015 | Fair | Fair | Satisfactory | Satisfactory | 8300 | 51.2 |
February 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 8200 | 51.3 |
February 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 7000 | 51.3 |
February 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 7000 | 51.3 |
February 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 7000 | 51.3 |
March 2009 | Fair | Satisfactory | Satisfactory | Good | 7000 | 52.3 |
May 2008 | Fair | Satisfactory | Satisfactory | Good | 7000 | 52.3 |
March 2007 | Fair | Satisfactory | Satisfactory | Good | 7300 | 52.3 |
February 2005 | Fair | Satisfactory | Satisfactory | Good | 7100 | 52.3 |
March 2003 | Fair | Satisfactory | Satisfactory | Good | 6700 | 52.3 |
February 2002 | Fair | Satisfactory | Satisfactory | Good | 6600 | 52.3 |
March 2001 | Fair | Satisfactory | Satisfactory | Good | 6300 | 50.3 |
February 1999 | Fair | Satisfactory | Satisfactory | Good | 6300 | 49.3 |
June 1998 | Fair | Satisfactory | Satisfactory | Good | 6300 | 49.3 |
June 1997 | Fair | Satisfactory | Satisfactory | Good | 6300 | 49.9 |
April 1996 | Fair | Satisfactory | Satisfactory | Good | 6000 | 49.4 |
May 1995 | Fair | Satisfactory | Satisfactory | Good | 5700 | 46.5 |
April 1993 | Good | Good | Good | Good | 4220 | 46.5 |
March 1991 | Good | Good | Good | Very Good | 9390 | 46.2 |
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. | 3,250 | 0 | 3,010 | 240 | 0 |
Steel Protective Coating | sq. ft. | 39,046 | 0 | 25,636 | 8,200 | 5,210 |
Steel Stringer | linear ft. | 1,533 | 0 | 973 | 376 | 184 |
Steel Protective Coating | sq. ft. | 6,728 | 0 | 5,210 | 1,334 | 184 |
Deck |
Reinforced Concrete Deck | sq. ft. | 33,303 | 0 | 12,500 | 20,803 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 754 | 0 | 702 | 52 | 0 |
Steel Protective Coating | sq. ft. | 5,960 | 0 | 396 | 3,640 | 1,924 |
Steel Pin or Pin & Hangar Assembly | each | 4 | 0 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20 | 0 | 0 | 20 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 118 | 0 | 118 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 64 | 0 | 64 | 0 | 0 |
Steel Pile | each | 40 | 0 | 0 | 40 | 0 |
Steel Protective Coating | sq. ft. | 391 | 0 | 0 | 104 | 287 |
Reinforced Concrete Pier Cap | linear ft. | 376 | 0 | 376 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 894 | 0 | 0 | 0 | 894 |
Assembly without Seal Joint | linear ft. | 112 | 0 | 0 | 112 | 0 |
Bearings |
Movable Bearing | each | 65 | 0 | 45 | 20 | 0 |
Steel Protective Coating | sq. ft. | 65 | 0 | 0 | 45 | 20 |
Fixed Bearing | each | 53 | 0 | 33 | 20 | 0 |
Steel Protective Coating | sq. ft. | 53 | 0 | 33 | 20 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 1,750 | 0 | 1,414 | 200 | 136 |
Steel Protective Coating | sq. ft. | 3,500 | 0 | 2,100 | 600 | 800 |