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PR 194 over FAJARDO CREEK

Map

Coordinates:
+18.34833, -65.66667
18°20'54" N, 65°40'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 194 over FAJARDO CREEK
Structure number:018291
Location:2.5 KM WEST OF FAJARDO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.8 ft. [10.0 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Owner:State Highway Agency [01]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,100 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$473,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodGoodSatisfactory1410076.3
September 2015FairGoodGoodSatisfactory1410076.3
August 2013FairGoodGoodSatisfactory1410079.3
September 2011FairGoodGoodSatisfactory1410079.3
October 2009FairSatisfactoryGoodSatisfactory1410079.3
February 2008GoodGoodGoodGood1410079.3
March 2006FairGoodGoodSatisfactory500079.4
January 2004FairGoodGoodSatisfactory500079.4
April 2001FairSatisfactoryGoodSatisfactory500079.4
April 1999FairSatisfactoryGoodSatisfactory350079.6
March 1997FairGoodGoodSatisfactory340080.6
June 1995GoodGoodGoodGood380080.6
April 1993FairSatisfactorySatisfactoryGood390080.6
August 1991FairSatisfactorySatisfactoryGood1190077.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.5745581600
Wearing Surfacessq. ft.1,7111,47423700
Substructure
Reinforced Concrete Abutmentlinear ft.1871741300
Joints
Compression Jointlinear ft.9809800
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7266330