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US-1 (MAIN ST.) over ST. JOHNS RIVER

Map

Coordinates:
+30.32194, -81.65861
30°19'19" N, 81°39'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US-1 (MAIN ST.) over ST. JOHNS RIVER
Structure number:720022
Location:SR-5 OVER ST. JOHNS RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:365.2 ft. [111.3 m]
Total length:1680.2 ft. [512.1 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:126.6 ft. [38.6 m]
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Movable - Lift [15]
Deck type:Open Grating [3]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,300 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:24.4 tons [22.2 metric tons]
Sufficiency rating:46.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$300,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201646.5FairSatisfactoryFairFairFO18300
September 201447.7FairSatisfactoryFairFairFO18200
September 201244.5FairSatisfactoryFairFairFO30500
September 201044.5FairSatisfactoryFairFairFO30500
September 200842.5FairFairFairFairFO33500
September 200643.7FairFairFairFairFO31500
September 200452.0FairSatisfactoryFairFairFO21400
September 200249.1FairSatisfactoryFairFairFO33500
September 200047.4FairSatisfactoryFairFairFO40500
January 199945.4FairSatisfactoryFairFairFO40500
September 199848.6FairSatisfactoryFairFairFO35500
September 199646.0FairSatisfactoryFairFairFO37000
September 199445.4FairGoodFairSatisfactoryFO37000
September 199256.7FairSatisfactorySatisfactorySatisfactoryFO43664
September 199144.4FairSatisfactorySatisfactorySatisfactoryFO43664