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WINSTON CHURCHILL over PIEDRAS RIVER

Map

Coordinates:
+18.36000, -66.06667
18°21'36" N, 66°04'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WINSTON CHURCHILL over PIEDRAS RIVER
Structure number:021461
Location:EL SEņORIAL, RIO PIEDRAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: 2061

Good/Fair/Poor Condition:Fair
Average daily traffic:2,580 [as of 200]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Sufficiency rating:723.0
Estimated cost of work:$500,219,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2061Fair6 out of 102580723.0
August 2018FairN out of 102450072.5
June 2016FairN out of 102580072.3
June 2014FairN out of 102580072.3
June 2012FairN out of 102580072.3
July 2010FairN out of 102580072.3
April 2008FairN out of 102580072.3
May 2006FairN out of 102580072.3
January 2004FairN out of 102580073.3
April 2001FairN out of 10700077.7
May 1999FairN out of 10700077.7
March 1997FairN out of 10700077.7
February 1995FairN out of 10630077.2
February 1993FairN out of 10670077.1
July 1991FairN out of 10670076.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3651,365000
Deck
Reinforced Concrete Decksq. ft.8,8695,9842,88500
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.118118000
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Reinforced Concrete Pier Caplinear ft.118118000
Joints
Compression Jointlinear ft.1940148460
Bearings
Movable Bearingeach54361800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3353092600