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SR 203 over BOGGY CREEK

Map

Coordinates:
+31.56124, -82.03261
31°33'40" N, 82°01'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 203 over BOGGY CREEK
Structure number:000000030500220
Location:9 MI SW OF JESUP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,380 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:92.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactoryGood138092.6
March 2015FairSatisfactorySatisfactoryGood138092.6
April 2013FairSatisfactorySatisfactoryGood138092.6
April 2011GoodGoodGoodGood143092.6
March 2009GoodGoodGoodGood164094.7
March 2007GoodGoodGoodGood159094.7
March 2005GoodGoodGoodGood158094.7
March 2003GoodGoodGoodGood140097.8
March 2001GoodGoodGoodGood130097.8
May 1999GoodGoodGoodGood150097.8
October 1996GoodGoodVery GoodVery Good150098.8
February 1995GoodGoodVery GoodVery Good110098.8
January 1993GoodGoodVery GoodVery Good109098.8
November 1990GoodGoodVery GoodVery Good100099.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,0801,078020
Deck
Prestressed Concrete Top Flangesq. ft.4,3444,342020
Wearing Surfacessq. ft.4,3444,344000
Substructure
Reinforced Concrete Abutmentlinear ft.7272000
Prestressed Concrete Pileeach1513020
Reinforced Concrete Pier Caplinear ft.108108000
Joints
Pourable Jointlinear ft.165990660
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000