Share:

PR 977 over FAJARDO RIVER

Map

Coordinates:
+18.28500, -65.69333
18°17'06" N, 65°41'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 977 over FAJARDO RIVER
Structure number:012981
Location:5 KM NORTH EAST OF CEIBA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:53.5 ft. [16.3 m]
Total length:168.3 ft. [51.3 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1974
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:90.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryGoodSatisfactory40090.9
July 2016FairSatisfactoryGoodSatisfactory40090.9
June 2014FairSatisfactoryGoodSatisfactory40090.9
December 2013FairSatisfactoryGoodSatisfactory40090.9
December 2011FairSatisfactoryGoodSatisfactory40090.9
January 2010FairGoodGoodSatisfactory40090.9
February 2008FairGoodGoodSatisfactory40090.9
February 2006FairGoodGoodSatisfactory40090.9
February 2004GoodGoodGoodGood40090.9
April 2001FairGoodGoodSatisfactory40090.9
June 1999GoodGoodGoodGood40090.9
May 1997FairSatisfactoryGoodGood40090.9
June 1995GoodGoodGoodGood40090.6
April 1993FairSatisfactoryGoodGood40090.6
August 1991FairSatisfactoryGoodGood40090.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.676669700
Deck
Reinforced Concrete Decksq. ft.5,2312,6152,61600
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.141134700
Reinforced Concrete Pier Caplinear ft.5956300
Joints
Compression Jointlinear ft.82069130
Bearings
Elastomeric Bearingeach2419500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.338331700