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PR 185 over GURABO RIVER

Map

Coordinates:
+18.24117, -65.92315
18°14'28" N, 65°55'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 185 over GURABO RIVER
Structure number:007351
Location:2 KM N N W OF JUNCOS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:50.9 ft. [15.5 m]
Total length:196.5 ft. [59.9 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:State Highway Agency [01]
Year built:1955
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:5
Main spans material:Concrete continuous [2]
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:16,300 [as of 2000]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:32.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,525,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairFair1630032.7
July 2016FairFairFairFair1630032.7
June 2014FairFairFairFair1630047.2
July 2012FairFairFairFair1630045.2
September 2010FairFairFairFair1330057.2
September 2008FairFairFairFair1330057.2
December 2006FairFairSatisfactoryFair1290047.1
June 2004FairFairFairFair1290047.1
March 2001FairFairSatisfactoryFair1896342.9
February 1999FairFairSatisfactorySatisfactory1290056.1
March 1996FairFairFairFair910049.7
September 1994PoorFairFairPoor910028.9
September 1993PoorFairFairPoor910028.9
February 1992PoorFairFairPoor910030.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7847741000
Deck
Reinforced Concrete Decksq. ft.4,51004,51000
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.1711581300
Reinforced Concrete Pier Caplinear ft.1181081000
Joints
Compression Jointlinear ft.9209200
Bearings
Movable Bearingeach1201200
Fixed Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.39466256720