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YONAH HOMER ROAD over HUDSON RIVER TRIB.

Map

Coordinates:
+34.39990, -83.58638
34°23'60" N, 83°35'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:YONAH HOMER ROAD over HUDSON RIVER TRIB.
Structure number:000000001100400
Location:6.8 MI NW OF HOMER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: September 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:990 [as of 2012]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:58.6
Estimated cost of work:$668,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201558.6FairSatisfactorySatisfactorySatisfactory-990
September 201358.6FairSatisfactorySatisfactorySatisfactory-990
September 201156.5FairSatisfactorySatisfactorySatisfactoryFO1030
September 200956.4FairSatisfactorySatisfactorySatisfactoryFO1170
September 200756.4FairSatisfactorySatisfactorySatisfactoryFO1170
September 200556.0FairSatisfactorySatisfactorySatisfactoryFO1540
September 200356.3FairGoodGoodSatisfactoryFO1300
October 200155.0FairGoodGoodSatisfactoryFO1500
December 199955.3FairGoodGoodSatisfactoryFO1200
October 199755.4FairGoodGoodSatisfactoryFO1100
August 199557.8FairGoodVery GoodSatisfactory-810
July 199362.2GoodGoodVery GoodGood-810
October 199167.0GoodGoodVery GoodGood-740

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.456456000
Deck
Reinforced Concrete Top Flangesq. ft.3,4203,4081200
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Steel Pileeach88000
Steel Protective Coatingsq. ft.877877000
Reinforced Concrete Pier Caplinear ft.4846200
Joints
Pourable Jointlinear ft.96484800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.228225030