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RIDGEWOOD RD over HANGING MOSS CREEK

Map 

Coordinates:
+32.36431, -90.14185
32°21'52" N, 90°08'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIDGEWOOD RD over HANGING MOSS CREEK
Structure number:SA2500000000214
Location:SEC 13 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:18.0 ft. [5.5 m]
Total length:55.1 ft. [16.8 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1967
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:Not applicable [N]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:19,000 [as of 2012]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201681.8Not deficient---19000
February 201481.8Not deficient---19000
February 201281.8Not deficient---19000
February 201081.8Not deficient---19000
November 200781.8Not deficient---19000
November 200581.8Not deficient---19000
February 200481.8Not deficient---19000
January 200281.8Not deficient---19000
February 200081.8Not deficient---18790
March 199881.8Not deficient---18790
April 199681.8Not deficient---18790