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DERENNE AVE. over CASEY CANAL

Map

Coordinates:
+32.02293, -81.08895
32°01'23" N, 81°05'20" 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]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:66.7
Estimated cost of work:$996,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201666.7GoodGoodGoodGood-39310
August 201466.7GoodGoodGoodGood-39310
August 201266.7GoodGoodGoodGood-39310
August 201072.7GoodGoodGoodGood-15140
October 200872.7GoodGoodGoodGood-15140
August 200696.0GoodGoodGoodGood-10920
August 200494.8GoodGoodGoodGood-17250
September 200296.8GoodGoodGoodVery Good-16900
June 200096.3GoodGoodGoodVery Good-19850
August 199896.3GoodGoodGoodVery Good-19850
January 199695.5GoodGoodVery GoodVery Good-19850
January 199495.5GoodVery GoodVery GoodVery Good-19850
April 199295.5GoodVery GoodVery GoodVery Good-19850
October 199180.0Good----18130

Element Data

Source: National Bridge Elements dataset, 2016 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.11,49411,494000
Substructure
Reinforced Concrete Abutmentlinear ft.208208000
Prestressed Concrete Pileeach2626000
Reinforced Concrete Pier Caplinear ft.208208000
Joints
Pourable Jointlinear ft.40420402000
Bridge Rail
Other Material Bridge Raillinear ft.220220000