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GRAVEL PIKE over SWAMP CREEK

Map

Coordinates:
+40.27236, -75.47287
40°16'20" N, 75°28'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GRAVEL PIKE over SWAMP CREEK
Structure number:000000000027162
Old structure number:460029027000000 (from 1992 edition)
Location:1MI.S.ZIEGLERSVIL. 14A06
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:62.0 ft. [18.9 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1947
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,007 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 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 corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:53.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,752,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairVery GoodSatisfactoryFair1200753.8
July 2015PoorPoorSeriousFair1214719.0
July 2013PoorPoorPoorFair1214736.0
July 2011PoorPoorFairSerious1299819.0
August 2009PoorPoorFairPoor1372736.0
August 2007PoorPoorFairPoor1356736.0
August 2005PoorPoorFairPoor1334436.0
August 2003PoorPoorFairPoor1344236.0
August 2001PoorFairFairPoor1306138.0
February 1999FairFairFairFair1302253.5
March 1997PoorPoorPoorPoor1205836.0
March 1995PoorPoorFairFair1251652.2
April 1993PoorPoorSatisfactoryFair1222352.5
May 1991PoorPoorSatisfactoryFair1181953.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,21431,9982130
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.7,2966,93136500
Wearing Surfacessq. ft.5,7605,47228800
Substructure
Reinforced Concrete Pier Walllinear ft.1341142000
Reinforced Concrete Abutmentlinear ft.2322111704
Joints
Open Jointlinear ft.118118000
Assembly without Seal Jointlinear ft.118118000
Bearings
Movable Bearingeach3600036
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach3636000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3843671160