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SC 184 over ROCKY RIVER

Map

Coordinates:
+34.31312, -82.57879
34°18'47" N, 82°34'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 184 over ROCKY RIVER
Structure number:000000000001159
Old structure number:000140018400100 (from 1992 edition)
Location:14.8MI NW ABBEV
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:80.1 ft. [24.4 m]
Total length:521.0 ft. [158.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair130069.5
September 2015FairFairFairFair145069.4
September 2013FairFairFairFair115069.9
September 2011FairFairFairFair120069.9
September 2007FairFairFairFair120069.9
September 2005FairFairFairFair115069.9
September 1999FairSatisfactoryGoodFair135071.0
September 1991FairGoodVery GoodSatisfactory104282.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,08402,08400
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.13,338013,33800
Substructure
Steel Columneach80800
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Columneach1401400
Reinforced Concrete Pier Caplinear ft.266026600
Joints
Pourable Jointlinear ft.355035500
Assembly with Sealeach8908900
Bearings
Movable Bearingeach2802800
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach3603600
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0421,042000
Steel Protective Coatingsq. ft.10,75310,753000