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GREAT BAY BLVD. over LITTLE SHEEPSHEAD CREEK

Map

Coordinates:
+39.51942, -74.31919
39°31'10" N, 74°19'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GREAT BAY BLVD. over LITTLE SHEEPSHEAD CREEK
Structure number:1516001
Location:7.5 MI. SO. EXIT 59 GSP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:306.1 ft. [93.3 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:12.8 ft. [3.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:County Highway Agency [02]
Year built:1944
Year reconstructed:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:23
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:128 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:60.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodGoodFair12860.5
April 2016FairGoodGoodSatisfactory12571.8
May 2014FairGoodGoodSatisfactory12271.8
May 2012FairGoodGoodSatisfactory12071.8
May 2010FairGoodGoodSatisfactory11771.9
April 2008FairGoodGoodSatisfactory11570.9
August 2007FairGoodGoodSatisfactory11070.9
December 2003PoorGoodGoodSerious10432.9
March 2002PoorGoodGoodSerious10432.1
March 2000PoorGoodGoodSerious10034.6
August 1998PoorGoodGoodSerious10532.0
September 1996PoorGoodGoodPoor10047.1
December 1995PoorVery GoodGoodPoor10047.5
June 1994PoorVery GoodGoodPoor10047.5
October 1993PoorCriticalCriticalImminent Failure1502.0
May 1991PoorCriticalCriticalImminent Failure1502.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.1,8361,67116500
Substructure
Timber Abutmentlinear ft.2622310
Timber Pileeach1031951303
Timber Pier Caplinear ft.3603223800
Deck
Timber Decksq. ft.3,9473,048844550
Bridge Rail
Timber Bridge Raillinear ft.61243417800