+30.41250, -81.54222
30°24'45" N, 81°32'32" W
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:1.5 Miles East of S.R. 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:15.7 ft. [4.8 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 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,900 [as of 2015]
Truck traffic:34% 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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:99.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201599.5FairSatisfactorySatisfactorySatisfactory-5900
March 201399.5FairSatisfactorySatisfactorySatisfactory-5900
May 201188.4FairGoodGoodFair-5300
May 200988.3FairGoodGoodFair-6300
March 200788.3FairSatisfactorySatisfactoryFair-6200
May 200588.1FairGoodVery GoodFair-8343
May 200399.2GoodGoodVery GoodVery Good-8343
February 200199.2GoodGoodVery GoodVery Good-8343
May 199996.6GoodGoodVery GoodVery Good-15001
July 199798.6GoodGoodVery GoodVery Good-15001
March 199599.2GoodGoodVery GoodVery Good-11001
October 199399.2GoodGoodVery GoodVery Good-11001
September 199199.9GoodVery GoodVery GoodVery Good-1101