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US 378 over HORSE CK (LAKE MURRAY)

Map

Coordinates:
+34.01801, -81.43263
34°01'05" N, 81°25'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 378 over HORSE CK (LAKE MURRAY)
Structure number:000000000001200
Old structure number:003220037800300 (from 1992 edition)
Location:8MI NE OF LEESVILLE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:5
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: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:10,100 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:45.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,343,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorGoodPoorFair1010045.4
October 2015PoorGoodPoorSatisfactory910046.2
October 2013PoorGoodPoorSatisfactory880046.5
November 2011PoorGoodPoorSatisfactory790047.2
November 2009PoorGoodPoorSatisfactory790047.2
December 2007PoorGoodPoorSatisfactory820047.0
January 2006PoorGoodPoorSatisfactory820047.0
January 2000PoorGoodPoorSatisfactory680046.2
December 1991FairGoodSatisfactorySatisfactory479769.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.80003360464
Deck
Reinforced Concrete Decksq. ft.5,20005,20000
Wearing Surfacessq. ft.5,2004,94026000
Substructure
Reinforced Concrete Columneach1001000
Reinforced Concrete Pier Caplinear ft.156014880
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.400040000
Steel Protective Coatingsq. ft.10,75310,753000