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S-18-22 over GREEN BAY BRANCH

Map

Coordinates:
+33.05969, -80.25678
33°03'35" N, 80°15'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-18-22 over GREEN BAY BRANCH
Structure number:000000000007449
Old structure number:001870002200202 (from 1992 edition)
Location:5.3 MI NW SUMR'VL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1981
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:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2017]
Truck traffic:6% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:71.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$219,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory1100071.3
May 2015FairSatisfactorySatisfactorySatisfactory1000072.1
June 2013FairSatisfactorySatisfactorySatisfactory960072.2
June 2011FairGoodGoodSatisfactory920072.3
May 2009FairGoodGoodSatisfactory1056072.1
May 2007FairGoodGoodSatisfactory1012069.1
February 2005GoodGoodGoodGood114076.1
January 1999GoodVery GoodVery GoodVery Good114077.5
January 1991GoodVery GoodVery GoodVery Good95077.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Columneach2002000
Reinforced Concrete Pier Caplinear ft.110011000
Joints
Pourable Jointlinear ft.5505500
Bearings
Elastomeric Bearingeach40400
Deck
Reinforced Concrete Slabsq. ft.1,2381,1766200
Wearing Surfacessq. ft.1,2381,1766200