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RIDGEWOOD RD over WHITE OAK CREEK

Map

Coordinates:
+32.38383, -90.14195
32°23'02" N, 90°08'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:30,000 [as of 2018]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:63.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryVery GoodGood3000063.5
February 2016FairSatisfactoryVery GoodGood2000080.5
February 2014GoodVery GoodVery GoodVery Good2000080.5
February 2012GoodVery GoodVery GoodVery Good2000080.5
February 2010GoodVery GoodVery GoodVery Good2000080.5
November 2007GoodVery GoodVery GoodVery Good2000080.5
November 2005GoodVery GoodVery GoodVery Good2000080.5
February 2004GoodVery GoodVery GoodVery Good2000080.5
January 2002GoodVery GoodVery GoodVery Good2000080.5
February 2000GoodVery GoodVery GoodVery Good1479081.4
March 1998GoodVery GoodVery GoodVery Good1479081.4
April 1996GoodVery GoodVery GoodVery Good1479081.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.880880000
Deck
Reinforced Concrete Decksq. ft.5,3603,5948738930
Substructure
Reinforced Concrete Abutmentlinear ft.248241520
Bearings
Elastomeric Bearingeach2222000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1601471300