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PR 2 over HONDO RIVER

Map

Coordinates:
+18.44604, -66.15588
18°26'46" N, 66°09'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 over HONDO RIVER
Structure number:000341
Location:0.5 KM BAYAMON DOWNTOWN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:55.8 ft. [17.0 m]
Total length:64.6 ft. [19.7 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:54,200 [as of 2000]
Truck traffic:10% 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: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:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:54.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$936,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryFair5420054.9
April 2015FairSatisfactorySatisfactoryFair5420055.5
April 2013FairSatisfactorySatisfactoryFair5700055.3
June 2011FairSatisfactorySatisfactoryFair5700054.6
June 2009FairSatisfactorySatisfactoryFair5700054.6
October 2007FairSatisfactorySatisfactoryFair5700050.9
October 2005FairSatisfactorySatisfactoryFair4430053.9
November 2002FairSatisfactorySatisfactoryFair4430053.9
May 2000FairSatisfactorySatisfactoryFair4060053.3
June 1998FairFairSatisfactoryFair5450050.9
May 1996FairFairSatisfactoryFair4800048.1
April 1994FairFairSatisfactoryFair5050048.8
December 1990FairSatisfactorySatisfactoryFair4790052.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.781781000
Deck
Reinforced Concrete Decksq. ft.4,2954,102161320
Wearing Surfacessq. ft.4,2954,2300650
Substructure
Reinforced Concrete Abutmentlinear ft.2202041330
Joints
Compression Jointlinear ft.220022000
Bearings
Elastomeric Bearingeach2802800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.194187700