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SC 901 over FISHING CREEK

Map

Coordinates:
+34.77609, -81.00545
34°46'34" N, 81°00'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 901 over FISHING CREEK
Structure number:000000000000774
Old structure number:001240090100300 (from 1992 edition)
Location:TOWN OF LANDO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:57.1 ft. [17.4 m]
Total length:341.9 ft. [104.2 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1937
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:6
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: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,950 [as of 2017]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:60.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$918,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactorySatisfactory195060.5
March 2016FairSatisfactorySatisfactorySatisfactory185060.6
March 2014FairSatisfactorySatisfactorySatisfactory165061.4
March 2012FairSatisfactorySatisfactorySatisfactory175061.3
April 2010FairSatisfactorySatisfactorySatisfactory210055.0
April 2008FairSatisfactorySatisfactorySatisfactory200055.1
April 2006FairSatisfactorySatisfactorySatisfactory200055.1
March 1998FairSatisfactoryGoodGood170055.5
January 1990GoodGoodGoodGood154755.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,36801,36800
Deck
Reinforced Concrete Decksq. ft.7,62707,0006270
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Pier Caplinear ft.1811008100
Joints
Pourable Jointlinear ft.2202200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.684684000