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US0061 over JONES CREEK

Map 

Coordinates:
+30.46448, -91.10410
30°27'52" N, 91°06'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0061 over JONES CREEK
Structure number:611700079005081
Location:61170079005081
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:7.9 ft. [2.4 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:120.1 ft. [36.6 m]
Deck width edge-to-edge:186.0 ft. [56.7 m]
Owner:State Highway Agency [01]
Year built:1958
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:48,800 [as of 2014]
Truck traffic:11% of total traffic
Structural appraisal:Unknown [*]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:95.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201495.4Not deficient---48800
September 201295.5Not deficient---48300
October 201095.8Not deficient---44500
October 200895.8Not deficient---44500
October 200677.5Not deficient---39200
October 200476.9Not deficient---44800
October 200276.8Not deficient---46100
October 200074.2Not deficient---50647
October 199875.3Not deficient---41225
October 199673.9Not deficient---53253
October 199475.4Not deficient---50738
October 199276.0Not deficient---43902
October 199076.0Not deficient---43902