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PR 348 over ROSARIO RIVER

Map

Coordinates:
+18.16500, -67.08500
18°09'54" N, 67°05'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 348 over ROSARIO RIVER
Structure number:016081
Location:AT INT OF PR 348 & PR 345
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:79.1 ft. [24.1 m]
Total length:167.3 ft. [51.0 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,700 [as of 2002]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:92.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,355,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryGoodSatisfactory270092.1
April 2015FairSatisfactoryGoodSatisfactory350091.5
April 2013FairSatisfactoryGoodGood350091.5
April 2011FairSatisfactoryGoodGood350091.5
April 2009FairSatisfactoryGoodGood350091.5
June 2007FairSatisfactorySatisfactoryGood350091.5
September 2005FairSatisfactorySatisfactoryGood310091.8
October 2003FairSatisfactorySatisfactoryGood320091.7
September 2001FairSatisfactorySatisfactoryGood320091.7
August 1999FairSatisfactorySatisfactoryGood320091.7
September 1997FairSatisfactorySatisfactorySatisfactory340093.7
April 1996FairSatisfactorySatisfactorySatisfactory260094.2
July 1994FairSatisfactorySatisfactorySatisfactory250094.2
August 1992FairSatisfactorySatisfactorySatisfactory240094.3
January 1991FairSatisfactorySatisfactorySatisfactory118096.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.837837000
Deck
Reinforced Concrete Decksq. ft.5,9854,6931,29200
Substructure
Reinforced Concrete Columneach10100
Reinforced Concrete Abutmentlinear ft.1771671000
Reinforced Concrete Pile Cap/Footinglinear ft.3603600
Reinforced Concrete Pier Caplinear ft.3636000
Joints
Compression Jointlinear ft.108029790
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4073941300