LA0015 over OLD RIVER OVERBANK C.S.
Map
Coordinates:
+31.08220, -91.6072031°04'56" N, 91°36'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0015 over OLD RIVER OVERBANK C.S. |
Structure number: | 581501770309771 |
Location: | 75MI NW OF BATON ROUGE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 3506.1 ft. [1068.6 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | Corps of Engineers (Civil) [70] |
Year built: | 1959 |
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: | 73 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 602 [as of 2017] |
Truck traffic: | 5% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 51.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,650,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Fair | Fair | Poor | 602 | 51.4 |
May 2016 | Poor | Fair | Fair | Poor | 543 | 50.3 |
May 2014 | Fair | Satisfactory | Fair | Fair | 544 | 79.1 |
May 2012 | Fair | Satisfactory | Fair | Fair | 544 | 60.6 |
April 2010 | Fair | Satisfactory | Fair | Fair | 544 | 79.1 |
April 2008 | Fair | Satisfactory | Fair | Fair | 544 | 81.7 |
April 2006 | Fair | Satisfactory | Fair | Fair | 544 | 81.7 |
April 2004 | Fair | Good | Fair | Fair | 544 | 59.6 |
April 2002 | Fair | Good | Fair | Fair | 544 | 59.6 |
April 2000 | Fair | Good | Satisfactory | Satisfactory | 544 | 88.5 |
March 1998 | Fair | Good | Satisfactory | Satisfactory | 544 | 90.5 |
February 1996 | Fair | Good | Satisfactory | Satisfactory | 544 | 88.5 |
May 1994 | Fair | Good | Satisfactory | Satisfactory | 544 | 88.0 |
December 1993 | Fair | Good | Satisfactory | Satisfactory | 448 | 72.8 |
December 1991 | Fair | Good | Satisfactory | Satisfactory | 523 | 72.1 |