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US 52 over HUCKLEBERRY BRANCH

Map

Coordinates:
+34.70976, -79.89589
34°42'35" N, 79°53'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 52 over HUCKLEBERRY BRANCH
Structure number:000000000000845
Old structure number:001320005200300 (from 1992 edition)
Location:CHERAW CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1972
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,400 [as of 2017]
Truck traffic:4% 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: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 foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:92.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactorySatisfactory740092.9
January 2016FairSatisfactorySatisfactorySatisfactory610095.4
January 2014FairSatisfactorySatisfactorySatisfactory680095.2
January 2012FairSatisfactorySatisfactorySatisfactory700095.2
January 2010FairSatisfactorySatisfactorySatisfactory780095.0
January 2008FairSatisfactorySatisfactorySatisfactory800094.9
January 2006FairSatisfactorySatisfactorySatisfactory820094.9
January 2000FairSatisfactorySatisfactorySatisfactory730093.7
November 1991GoodGoodGoodGood566093.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.2,6402,640000
Substructure
Reinforced Concrete Pileeach4040000
Reinforced Concrete Pier Caplinear ft.2382003800
Joints
Pourable Jointlinear ft.143143000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000
Deck
Reinforced Concrete Slabsq. ft.3,3603,360000