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SHILOH ROAD over FRANKS CREEK

Map

Coordinates:
+30.89387, -83.36615
30°53'38" N, 83°21'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHILOH ROAD over FRANKS CREEK
Structure number:000000018550340
Location:APP 6 MI NW OF VALDOSTA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:County Highway Agency [02]
Year built:1985
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:4
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: December 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:92.5
Estimated cost of work:$703,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201592.5GoodGoodGoodGood-490
December 201392.5GoodGoodGoodGood-490
December 201190.3GoodGoodGoodGood-3160
December 200989.9GoodGoodGoodGood-3700
December 200789.9GoodGoodGoodGood-3700
January 200694.7GoodGoodGoodGood-4410
December 200395.5GoodGoodGoodGood-3300
December 200195.4FairSatisfactoryGoodGood-3500
January 200095.7GoodGoodGoodGood-3100
March 199897.7GoodGoodGoodGood-3100
February 199698.0GoodGoodGoodGood-2600
February 199498.3GoodGoodGoodGood-2200
March 199298.5GoodGoodGoodGood-1970
May 199098.5GoodGoodGoodGood-1970

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600600000
Deck
Reinforced Concrete Top Flangesq. ft.5,1845,184000
Substructure
Reinforced Concrete Abutmentlinear ft.9292000
Prestressed Concrete Pileeach1515000
Reinforced Concrete Pier Caplinear ft.117117000
Joints
Pourable Jointlinear ft.225225000
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000