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PR 2 WESTBOUND over PR 23 (ROOSEVELT AV.)

Map

Coordinates:
+18.41208, -66.10479
18°24'43" N, 66°06'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 WESTBOUND over PR 23 (ROOSEVELT AV.)
Structure number:008402
Location:CAPARRA INTERCHANGE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:70.5 ft. [21.5 m]
Total length:78.7 ft. [24.0 m]
Roadway width between curbs:66.6 ft. [20.3 m]
Deck width edge-to-edge:73.5 ft. [22.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,469 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:90.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$773,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactoryGood4246990.9
May 2014FairSatisfactorySatisfactoryGood5866472.4
May 2012FairSatisfactorySatisfactoryGood5866472.4

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.394394000
Deck
Reinforced Concrete Top Flangesq. ft.1,2061,206000
Wearing Surfacessq. ft.1,2061,206000
Substructure
Reinforced Concrete Abutmentlinear ft.121121000
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.164157700
Deck
Reinforced Concrete Slabsq. ft.4,3064,09121500
Wearing Surfacessq. ft.5,6515,651000