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WESTMINSTER ST over OLNEYVILLE EXPWY

Map

Coordinates:
+41.81578, -71.43870
41°48'57" N, 71°26'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTMINSTER ST over OLNEYVILLE EXPWY
Structure number:000000000005060
Location:1.4 Mi W of JCT I-95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.0 ft. [19.5 m]
Total length:68.6 ft. [20.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:20,164 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:5.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$636,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016PoorFairSeriousFair201645.0
March 2014PoorFairSeriousSatisfactory1140028.3
March 2012FairFairSatisfactorySatisfactory1140084.9
March 2010FairSatisfactorySatisfactoryFair1140077.8
March 2008FairSatisfactorySatisfactoryFair1140081.7
March 2006FairSatisfactorySatisfactoryFair945081.9
March 2004FairSatisfactoryFairFair945081.9
February 2002FairSatisfactoryFairFair945081.9
February 2000PoorSatisfactoryFairPoor945065.6
December 1997PoorSatisfactoryFairPoor945065.6
December 1995FairSatisfactoryFairFair3120080.2
December 1993FairSatisfactorySatisfactoryFair3120080.2
May 1991PoorGoodGoodPoor1400067.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.77964990400
Steel Protective Coatingsq. ft.7,7906,690200430470
Deck
Reinforced Concrete Decksq. ft.4,5173,687757730
Wearing Surfacessq. ft.3,0113,011000
Substructure
Reinforced Concrete Abutmentlinear ft.2522208420
Joints
Pourable Jointlinear ft.4504500
Assembly without Seal Jointlinear ft.67373000
Bearings
Movable Bearingeach110560
Steel Protective Coatingsq. ft.2213540
Fixed Bearingeach114610
Steel Protective Coatingsq. ft.2275100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.137132230