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DAVE RAWLS ROAD over ST.JOHNS RIVER-W.CHANNEL

Map

Coordinates:
+30.41250, -81.54223
30°24'45" N, 81°32'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DAVE RAWLS ROAD over ST.JOHNS RIVER-W.CHANNEL
Structure number:720550
Location:1.2 MILES EAST OF SR 9A
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:80.1 ft. [24.4 m]
Total length:1680.2 ft. [512.1 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
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 / HS 20 [5]
Number of main spans:21
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 2016]
Truck traffic:43% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory680099.0
March 2015FairSatisfactorySatisfactorySatisfactory590099.5
March 2013FairSatisfactorySatisfactorySatisfactory590099.5
May 2011FairGoodGoodFair530088.4
May 2009FairGoodGoodFair630088.3
March 2007FairSatisfactorySatisfactoryFair620088.3
May 2005FairGoodVery GoodFair834388.1
May 2003GoodGoodVery GoodVery Good834399.2
February 2001GoodGoodVery GoodVery Good834399.2
May 1999GoodGoodVery GoodVery Good1500196.6
July 1997GoodGoodVery GoodVery Good1500198.6
March 1995GoodGoodVery GoodVery Good1100199.2
October 1993GoodGoodVery GoodVery Good1100199.2
September 1991GoodVery GoodVery GoodVery Good110199.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.19,20019,200000
Deck
Reinforced Concrete Decksq. ft.145,587145,057520100
Substructure
Reinforced Concrete Abutmentlinear ft.2001901000
Prestressed Concrete Pileeach1658224590
Reinforced Concrete Pier Caplinear ft.1,7221,6992120
Joints
Compression Jointlinear ft.708007080
Bearings
Elastomeric Bearingeach480480000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,0404,92684300