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US-19 SB (SR-55) over FENHOLLOWAY RIVER

Map

Coordinates:
+30.06583, -83.55806
30°03'57" N, 83°33'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-19 SB (SR-55) over FENHOLLOWAY RIVER
Structure number:380025
Location:0.1 MI. S. OF CR-30
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:7
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,850 [as of 2015]
Truck traffic:16% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:79.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$423,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201679.8FairSatisfactorySatisfactorySatisfactoryFO3850
October 201479.8FairSatisfactorySatisfactorySatisfactoryFO3550
October 201279.8FairSatisfactorySatisfactorySatisfactoryFO3550
October 201079.8FairSatisfactorySatisfactorySatisfactoryFO3900
October 200880.8FairSatisfactorySatisfactorySatisfactoryFO3500
October 200680.8FairSatisfactorySatisfactoryGoodFO3950
October 200480.8FairSatisfactorySatisfactoryGoodFO4150
October 200280.8FairSatisfactoryGoodGoodFO3950
October 200079.8FairSatisfactoryGoodGoodFO4100
September 199880.8FairSatisfactoryGoodGoodFO3700
September 199678.5FairSatisfactoryGoodGoodFO4100
September 199475.6GoodGoodGoodGoodFO4400
September 199275.6GoodGoodGoodGoodFO4537
February 199175.6Good-GoodGoodFO4130

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6666000
Prestressed Concrete Pileeach2400240
Reinforced Concrete Pier Caplinear ft.203203000
Joints
Pourable Jointlinear ft.26924016013
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.420420000
Steel Protective Coatingsq. ft.1,0001,000000
Other Material Bridge Raillinear ft.420417300