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PERIFERAL ST. over PR 20 (MRTNZ. NADAL EXP)

Map

Coordinates:
+18.35167, -66.11167
18°21'06" N, 66°06'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PERIFERAL ST. over PR 20 (MRTNZ. NADAL EXP)
Structure number:018491
Location:400 MTS FROM INT OLD PR20
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:130.6 ft. [39.8 m]
Total length:332.0 ft. [101.2 m]
Roadway width between curbs:46.3 ft. [14.1 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1986
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,200 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:97.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,727,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorPoorGoodGood720097.0
February 2015PoorPoorGoodGood720097.0
January 2013FairFairGoodGood720099.0
January 2011FairSatisfactoryGoodGood7200100.0
January 2009FairSatisfactoryGoodGood7200100.0
April 2007FairSatisfactoryGoodGood7200100.0
April 2005FairSatisfactoryGoodGood7200100.0
January 2002FairSatisfactoryGoodGood7200100.0
October 1999FairSatisfactoryGoodGood7200100.0
September 1997FairSatisfactorySatisfactoryGood7200100.0
February 1996FairSatisfactorySatisfactoryGood7200100.0
October 1993FairSatisfactorySatisfactoryGood2000100.0
February 1992FairSatisfactoryGoodVery Good2000100.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,3232,323000
Deck
Reinforced Concrete Decksq. ft.16,7816,4584,3066,0170
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.2202071300
Reinforced Concrete Pier Caplinear ft.108108000
Joints
Compression Jointlinear ft.2200491710
Bearings
Elastomeric Bearingeach4242000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0019911000