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JUMPING GULLEY RD over BEVEL CREEK

Map

Coordinates:
+30.63439, -83.26577
30°38'04" N, 83°15'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JUMPING GULLEY RD over BEVEL CREEK
Structure number:000000018550080
Location:6 MI SW OF LAKE PARK
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:8
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:36.6 tons [33.3 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:41.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$715,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201541.5PoorPoorPoorPoorSD490
December 201341.5PoorPoorPoorPoorSD490
December 201146.3PoorPoorPoorPoorSD170
December 200950.0PoorPoorPoorFairSD620
February 200850.0PoorPoorPoorFairSD620
January 200650.2PoorPoorPoorFairSD390
January 200470.6FairSatisfactorySatisfactoryFair-740
November 200167.2FairSatisfactorySatisfactoryFair-740
February 200066.3FairSatisfactorySatisfactoryFair-470
March 199865.3FairFairFairFair-470
February 199665.0FairFairFairFair-430
February 199466.1FairFairFairFair-400
March 199266.1FairFairFairFair-400
May 199066.1FairFairFairFair-390

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.9769631300
Deck
Reinforced Concrete Top Flangesq. ft.3,0881,5441,54400
Substructure
Reinforced Concrete Abutmentlinear ft.5252000
Timber Pileeach2800280
Reinforced Concrete Pier Caplinear ft.182180200
Joints
Pourable Jointlinear ft.216216000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000