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PR 146 over GRANDE DE ARECIBO RIVER

Map

Coordinates:
+18.33566, -66.66854
18°20'08" N, 66°40'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 146 over GRANDE DE ARECIBO RIVER
Structure number:003071
Location:9.5 KM N N E OF UTUADO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:45.9 ft. [14.0 m]
Total length:363.2 ft. [110.7 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:8
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:1,331 [as of 2003]
Truck traffic:5% 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 corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:24.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$144,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairSatisfactorySatisfactory133124.1
August 2017PoorFairPoorSatisfactory13317.0
August 2015FairFairSatisfactorySatisfactory133124.1
July 2013FairFairSatisfactorySatisfactory133124.1
August 2011FairFairSatisfactorySatisfactory130079.0
May 2009FairSatisfactoryFairSatisfactory260067.3
February 2007FairSatisfactoryFairSatisfactory260055.0
January 2004FairSatisfactorySatisfactorySatisfactory260067.1
May 2001FairSatisfactorySatisfactorySatisfactory110069.9
April 1999FairSatisfactorySatisfactorySatisfactory100070.0
April 1997FairSatisfactorySatisfactorySatisfactory120059.1
January 1995FairSatisfactorySatisfactorySatisfactory100059.5
January 1993FairFairFairSatisfactory60068.8
February 1991FairFairFairSatisfactory120067.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,089813266100
Deck
Reinforced Concrete Decksq. ft.8,0304,7583,27200
Substructure
Reinforced Concrete Pier Walllinear ft.135135000
Reinforced Concrete Pier Caplinear ft.141141000
Joints
Compression Jointlinear ft.62010520
Bearings
Fixed Bearingeach2702700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7287151300