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RIDGEWOOD RD over WHITE OAK CREEK

Map 

Coordinates:
+32.38378, -90.14192
32°23'02" N, 90°08'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIDGEWOOD RD over WHITE OAK CREEK
Structure number:SA2500000000211
Location:SEC 12 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:71.9 tons [65.4 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:80.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201680.5Not deficientSatisfactoryVery GoodGood20000
February 201480.5Not deficientVery GoodVery GoodVery Good20000
February 201280.5Not deficientVery GoodVery GoodVery Good20000
February 201080.5Not deficientVery GoodVery GoodVery Good20000
November 200780.5Not deficientVery GoodVery GoodVery Good20000
November 200580.5Not deficientVery GoodVery GoodVery Good20000
February 200480.5Not deficientVery GoodVery GoodVery Good20000
January 200280.5Not deficientVery GoodVery GoodVery Good20000
February 200081.4Not deficientVery GoodVery GoodVery Good14790
March 199881.4Not deficientVery GoodVery GoodVery Good14790
April 199681.4Not deficientVery GoodVery GoodVery Good14790