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RIDGEWOOD RD over WHITE OAK CREEK

Map

Coordinates:
+32.38378, -90.14192
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 2016

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201680.5FairSatisfactoryVery GoodGood-20000
February 201480.5GoodVery GoodVery GoodVery Good-20000
February 201280.5GoodVery GoodVery GoodVery Good-20000
February 201080.5GoodVery GoodVery GoodVery Good-20000
November 200780.5GoodVery GoodVery GoodVery Good-20000
November 200580.5GoodVery GoodVery GoodVery Good-20000
February 200480.5GoodVery GoodVery GoodVery Good-20000
January 200280.5GoodVery GoodVery GoodVery Good-20000
February 200081.4GoodVery GoodVery GoodVery Good-14790
March 199881.4GoodVery GoodVery GoodVery Good-14790
April 199681.4GoodVery GoodVery GoodVery Good-14790

Element Data

Source: National Bridge Elements dataset, 2016 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.160160000