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PR 5 NORTHBOUND over BAYAMON RIVER

Map

Coordinates:
+18.40592, -66.15088
18°24'21" N, 66°09'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 5 NORTHBOUND over BAYAMON RIVER
Structure number:011712
Location:2 KM NORTHEAST OF BAYAMON
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.7 ft. [24.6 m]
Total length:514.5 ft. [156.8 m]
Roadway width between curbs:52.8 ft. [16.1 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Skew angle:20°
Owner:State Toll Authority [31]
Year built:1976
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:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,891 [as of 2007]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryGood2089196.9
June 2015FairSatisfactorySatisfactoryGood6260095.0
May 2013FairSatisfactorySatisfactoryGood6260095.0
November 2012PoorFairSatisfactorySerious6260044.5
January 2012PoorFairSatisfactoryCritical3165032.5
May 2010PoorFairSatisfactoryCritical3165033.8
January 2009PoorFairSatisfactoryCritical3165035.0
May 2006PoorFairFairPoor1125071.2
September 2003FairFairGoodFair3165086.3
February 2001PoorSatisfactorySatisfactoryPoor3165070.8
January 2000PoorSatisfactorySatisfactoryPoor3075070.9
July 1997PoorSatisfactorySatisfactoryPoor2805070.0
February 1997FairSatisfactorySatisfactoryFair2805087.5
March 1996FairSatisfactorySatisfactoryFair3155086.3
December 1993FairSatisfactorySatisfactoryFair3328886.1
April 1990FairFairSatisfactoryFair2350585.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,0884,0682000
Deck
Reinforced Concrete Decksq. ft.27,16821,7435,42500
Substructure
Reinforced Concrete Pier Walllinear ft.1641313300
Reinforced Concrete Abutmentlinear ft.1251052000
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Reinforced Concrete Pier Caplinear ft.2622461600
Joints
Compression Jointlinear ft.377037700
Bearings
Elastomeric Bearingeach96801600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0241,024000