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W GREAT NECK RD over LONG CREEK CA. & BR.BY R

Map

Coordinates:
+36.90248, -76.06818
36°54'09" N, 76°04'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W GREAT NECK RD over LONG CREEK CA. & BR.BY R
Structure number:000000000022180
Location:0.47 TO 60 /0.12AD KEEL R
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Collector (Urban) [17]
Length of largest span:80.1 ft. [24.4 m]
Total length:881.9 ft. [268.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:16
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,297 [as of 1989]
Truck traffic:1% 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 corrrective action [3]
Underclearances 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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,005,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory629766.9
September 2016FairSatisfactorySatisfactorySatisfactory629774.2
September 2014FairSatisfactorySatisfactorySatisfactory629774.2
January 2013FairSatisfactorySatisfactorySatisfactory629774.2
March 2011FairSatisfactorySatisfactorySatisfactory629774.2
January 2009FairSatisfactorySatisfactorySatisfactory629774.2
January 2007FairSatisfactorySatisfactorySatisfactory629774.2
January 2005FairGoodSatisfactorySatisfactory629774.2
January 2003FairGoodSatisfactorySatisfactory629742.6
January 2001FairGoodSatisfactorySatisfactory629742.6
January 1999FairGoodSatisfactorySatisfactory629742.6
January 1997FairGoodSatisfactorySatisfactory629742.6
November 1994FairGoodSatisfactoryFair629732.3
November 1992FairGoodSatisfactoryGood629743.0
November 1990FairGoodSatisfactoryGood629743.0