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DERENNE AVE. over CASEY CANAL

Map

Coordinates:
+32.02289, -81.08920
32°01'22" N, 81°05'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DERENNE AVE. over CASEY CANAL
Structure number:000000005100040
Location:.7 MI W OF SKIDAWAY ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:89.9 ft. [27.4 m]
Deck width edge-to-edge:104.7 ft. [31.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:39,310 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:66.7
Estimated cost of work:$996,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodGoodGood3931066.7
August 2014GoodGoodGoodGood3931066.7
August 2012GoodGoodGoodGood3931066.7
August 2010GoodGoodGoodGood1514072.7
October 2008GoodGoodGoodGood1514072.7
August 2006GoodGoodGoodGood1092096.0
August 2004GoodGoodGoodGood1725094.8
September 2002GoodGoodGoodVery Good1690096.8
June 2000GoodGoodGoodVery Good1985096.3
August 1998GoodGoodGoodVery Good1985096.3
January 1996GoodGoodVery GoodVery Good1985095.5
January 1994GoodVery GoodVery GoodVery Good1985095.5
April 1992GoodVery GoodVery GoodVery Good1985095.5
October 1991Good---1813080.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,4301,430000
Deck
Reinforced Concrete Top Flangesq. ft.11,49411,486800
Substructure
Reinforced Concrete Abutmentlinear ft.208208000
Prestressed Concrete Pileeach2626000
Reinforced Concrete Pier Caplinear ft.208208000
Joints
Pourable Jointlinear ft.404103025051
Bridge Rail
Other Material Bridge Raillinear ft.220220000