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PR 183 over VALENCIANO RIVER

Map

Coordinates:
+18.17833, -65.90833
18°10'42" N, 65°54'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 183 over VALENCIANO RIVER
Structure number:004371
Location:INTERSECTION PR 917
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:45.3 ft. [13.8 m]
Total length:94.5 ft. [28.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:8,715 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:57.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$801,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodSatisfactorySatisfactory871557.2
September 2015FairGoodSatisfactorySatisfactory530062.1
September 2013FairGoodSatisfactorySatisfactory530062.1
September 2011FairGoodSatisfactorySatisfactory530071.9
August 2009FairGoodSatisfactorySatisfactory530071.9
October 2007FairGoodFairSatisfactory900055.8
February 2006FairSatisfactoryFairSatisfactory540047.8
June 2004FairSatisfactoryFairSatisfactory540047.8
July 2001FairGoodGoodSatisfactory560059.1
August 1999FairGoodGoodSatisfactory620058.3
August 1997FairGoodGoodSatisfactory590058.7
January 1996FairVery GoodSatisfactorySatisfactory520059.6
September 1993FairFairFairSatisfactory500047.1
December 1991FairSatisfactorySatisfactorySatisfactory500061.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2261774900
Deck
Reinforced Concrete Top Flangesq. ft.1,41081859200
Wearing Surfacessq. ft.2,2931,3243236460
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.1281181000
Reinforced Concrete Pier Caplinear ft.3023700
Bearings
Movable Bearingeach50500
Fixed Bearingeach50500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.19013139200
Deck
Reinforced Concrete Slabsq. ft.1,52882870000