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PR 983 over PITAHAYA RIVER

Map

Coordinates:
+18.35000, -65.71167
18°21'00" N, 65°42'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 983 over PITAHAYA RIVER
Structure number:005771
Location:3 KM SOUTH OF LUQUILLO
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.3 ft. [7.7 m]
Total length:56.4 ft. [17.2 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1945
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,743 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:17.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$390,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryFair574317.5
March 2017FairSatisfactorySatisfactoryFair574317.5
September 2016FairSatisfactorySatisfactoryFair574317.5
July 2015FairSatisfactorySatisfactoryFair574317.5
January 2015PoorSatisfactorySatisfactorySerious574316.4
January 2014FairSatisfactorySatisfactoryFair574317.5
August 2012PoorSatisfactorySatisfactorySerious110022.5
September 2010FairSatisfactorySatisfactoryFair110069.8
October 2008FairSatisfactorySatisfactoryFair110069.8
December 2006FairSatisfactorySatisfactoryFair110049.4
November 2004FairSatisfactorySatisfactoryFair110049.4
December 2002FairSatisfactorySatisfactoryFair100049.4
May 2000FairSatisfactorySatisfactoryFair100049.4
June 1998PoorFairFairPoor100029.0
July 1996PoorFairFairPoor100029.0
August 1994FairFairSatisfactoryFair110029.4
August 1992FairFairFairFair110029.4
December 1990FairFairFairFair205048.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.112105700
Steel Protective Coatingsq. ft.3663442200
Reinforced Concrete Girder/Beamlinear ft.1671470200
Deck
Reinforced Concrete Decksq. ft.9269042200
Wearing Surfacessq. ft.8077961100
Substructure
Reinforced Concrete Pier Walllinear ft.23103100
Reinforced Concrete Abutmentlinear ft.46197200
Reinforced Concrete Pile Cap/Footinglinear ft.33170160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.112105700
Other Material Bridge Raillinear ft.112991300