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PR 3 over FAJARDO RIVER

Map

Coordinates:
+18.32333, -65.65333
18°19'24" N, 65°39'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 3 over FAJARDO RIVER
Structure number:007281
Location:0.4 KM W INT PR194 & PR3
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:45.9 ft. [14.0 m]
Total length:115.8 ft. [35.3 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:92.9 ft. [28.3 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,900 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:78.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,397,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairGoodSatisfactory2990078.8
August 2016FairFairGoodSatisfactory2990078.8
January 2016FairFairGoodSatisfactory2990078.8
January 2014FairFairGoodSatisfactory2990078.8
January 2012FairFairGoodSatisfactory2990078.8
January 2010FairFairGoodSatisfactory1850083.4
February 2008FairSatisfactoryGoodFair2300071.4
January 2006FairFairSatisfactorySatisfactory2300081.6
April 2003FairSatisfactoryGoodFair2300070.2
October 2000FairFairSatisfactoryFair2300070.2
May 1998FairFairSatisfactoryFair2140069.8
June 1996FairFairSatisfactoryFair1620077.8
August 1994FairFairFairSatisfactory1620073.4
August 1992FairFairSatisfactorySatisfactory1880084.4
May 1991FairFairSatisfactorySatisfactory1840084.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.810810000
Reinforced Concrete Girder/Beamlinear ft.4634144900
Deck
Reinforced Concrete Decksq. ft.10,04310,043000
Substructure
Reinforced Concrete Columneach1812600
Reinforced Concrete Pier Walllinear ft.92761600
Reinforced Concrete Abutmentlinear ft.187187000
Masonry Abutmentlinear ft.39291000
Reinforced Concrete Pier Caplinear ft.75651000
Joints
Compression Jointlinear ft.2622035900
Bearings
Elastomeric Bearingeach4242000
Movable Bearingeach1201200
Fixed Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3483093900