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PR 199 over PIEDRAS RIVER

Map

Coordinates:
+18.35667, -66.06833
18°21'24" N, 66°04'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 199 over PIEDRAS RIVER
Structure number:019061
Location:200 MTS FROM INT PR 52
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.0 ft. [25.0 m]
Total length:328.8 ft. [100.2 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1987
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:48,153 [as of 2003]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$267,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryGoodGood4815391.1
February 2015FairSatisfactoryGoodGood2501694.4
February 2013FairSatisfactoryGoodGood4340091.8
January 2011FairSatisfactoryGoodGood4340091.8
November 2008FairSatisfactoryGoodGood4340091.8
March 2007FairSatisfactoryGoodGood3030093.7
September 2004FairSatisfactorySatisfactoryGood3030091.6
May 2001FairSatisfactorySatisfactoryGood3030091.6
May 1999FairSatisfactorySatisfactoryGood3030091.6
February 1997GoodGoodGoodGood3030091.6
February 1995GoodGoodGoodGood2710091.8
February 1993GoodGoodGoodGood2710091.8
February 1991GoodGoodGoodGood1610078.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,3002,300000
Deck
Reinforced Concrete Decksq. ft.13,0246,6305,2101,1840
Prestressed Concrete Decksq. ft.21,68911,0548,6761,9590
Substructure
Reinforced Concrete Columneach1810800
Reinforced Concrete Abutmentlinear ft.3122763600
Reinforced Concrete Pier Caplinear ft.3483222600
Joints
Compression Jointlinear ft.7386538500
Bearings
Elastomeric Bearingeach104921200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.98886772490