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WEST 130TH ST CR 4 over BALDWIN CREEK

Map

Coordinates:
+41.36497, -81.78488
41°21'54" N, 81°47'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 130TH ST CR 4 over BALDWIN CREEK
Structure number:1833472
Location:431' S OLD PLSNT VAL RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.3 ft. [12.6 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Owner:County Highway Agency [02]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,288 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:73.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodGoodSatisfactory1128873.4
October 2016FairGoodSatisfactorySatisfactory1128873.4
May 2015FairGoodGoodSatisfactory2263967.7
June 2014FairGoodGoodSatisfactory2263967.7
September 2013FairGoodGoodSatisfactory2263969.7
May 2012FairGoodGoodSatisfactory2263969.7
May 2011FairSatisfactoryGoodSatisfactory2263969.7
May 2010FairSatisfactoryGoodSatisfactory2263969.7
June 2009FairSatisfactoryGoodSatisfactory2263969.7
September 2008FairSatisfactoryGoodSatisfactory2263969.7
September 2007FairSatisfactoryGoodSatisfactory2263952.5
April 2005FairSatisfactoryGoodSatisfactory2263952.5
April 2004FairGoodGoodSatisfactory2263952.5
May 2003FairGoodGoodSatisfactory2263952.5
July 2002FairGoodGoodSatisfactory2263952.5
July 2001FairGoodGoodSatisfactory2210552.5
May 1999FairSatisfactoryGoodSatisfactory2210552.4
May 1998FairSatisfactorySatisfactorySatisfactory2210552.4
August 1997FairSatisfactorySatisfactorySatisfactory2210551.4
July 1996PoorPoorFairPoor2210530.5
August 1995PoorPoorFairFair1441049.6
March 1993PoorPoorFairPoor1441030.5
June 1992PoorPoorFairPoor1441030.5
July 1991PoorPoorFairPoor1441030.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.63845717560
Deck
Prestressed Concrete Top Flangesq. ft.2,2102,1902000
Wearing Surfacessq. ft.2,2102,1902000
Substructure
Reinforced Concrete Abutmentlinear ft.125813950
Joints
Pourable Jointlinear ft.1241810600
Bearings
Movable Bearingeach3028200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.85134842