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US0061 over CONC BOX XING

Map 

Coordinates:
+29.98419, -90.35081
29°59'03" N, 90°21'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0061 over CONC BOX XING
Structure number:024500070304441
Location:4.4 MI WEST OF JEFFERSON
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:5.9 ft. [1.8 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:25,300 [as of 2015]
Truck traffic:30% of total traffic
Structural appraisal:Unknown [*]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.0Not deficient---25300
May 201399.0Not deficient---24900
May 201199.0Not deficient---22400
May 200998.0Not deficient---22800
May 200798.0Not deficient---22200
March 200598.0Not deficient---20600
January 200396.0Functionally obsolete---20500
June 199894.0Functionally obsolete---7265
October 199594.0Functionally obsolete---19051
December 199394.0Functionally obsolete---21027
November 199198.0Not deficient---20146