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PR 174 over BAYAMON RIVER

Map

Coordinates:
+18.28000, -66.14500
18°16'48" N, 66°08'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 174 over BAYAMON RIVER
Structure number:006971
Location:5 KM N W OF AGUAS BUENAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.2 ft. [15.0 m]
Total length:103.7 ft. [31.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1957
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:3
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:9,850 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:32.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,436,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairFairSatisfactorySatisfactory985032.0
November 2015FairFairSatisfactorySatisfactory900033.0
November 2013FairFairSatisfactorySatisfactory900033.0
November 2011FairFairSatisfactorySatisfactory1060031.4
November 2009FairSatisfactorySatisfactorySatisfactory1060032.7
January 2008FairSatisfactorySatisfactorySatisfactory1060074.8
January 2006FairSatisfactorySatisfactorySatisfactory620051.9
October 2002FairSatisfactorySatisfactorySatisfactory620051.9
February 2001FairSatisfactorySatisfactorySatisfactory560054.7
January 1999FairSatisfactorySatisfactorySatisfactory223055.7
July 1996FairSatisfactorySatisfactorySatisfactory210055.8
April 1994FairSatisfactoryFairSatisfactory210046.6
March 1992FairSatisfactoryFairSatisfactory430045.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.30522366160
Deck
Reinforced Concrete Top Flangesq. ft.2,47602,3251510
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.102921000
Reinforced Concrete Pier Caplinear ft.2623030
Joints
Compression Jointlinear ft.954633160
Bearings
Movable Bearingeach1601600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.21017426100