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URBAN LOCAL over PR 30

Map

Coordinates:
+18.24833, -65.93667
18°14'54" N, 65°56'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:URBAN LOCAL over PR 30
Structure number:010241
Location:4.1 KM S E OF GURABO
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:49.2 ft. [15.0 m]
Total length:165.4 ft. [50.4 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1968
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:4
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:500 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:59.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$87,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairFairSatisfactory50059.1
November 2016FairFairFairSatisfactory50059.1
October 2014FairFairSatisfactorySatisfactory50070.7
October 2012FairFairSatisfactorySatisfactory50066.8
October 2010FairFairSatisfactorySatisfactory50070.1
October 2008FairFairSatisfactorySatisfactory50070.1
November 2006FairFairFairSatisfactory50065.0
August 2004FairFairFairSatisfactory50065.0
December 2002FairFairFairSatisfactory50065.0
February 2000FairFairFairSatisfactory50065.0
April 1998FairFairSatisfactorySatisfactory50076.0
February 1996FairSatisfactorySatisfactorySatisfactory40077.0
September 1993FairFairFairSatisfactory20065.0
September 1991FairFairFairGood20065.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.49523326200
Deck
Reinforced Concrete Top Flangesq. ft.2,78807432,0450
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.128121700
Reinforced Concrete Pier Caplinear ft.6262000
Joints
Compression Jointlinear ft.3303300
Bearings
Movable Bearingeach90540
Fixed Bearingeach120660
Bridge Rail
Other Material Bridge Raillinear ft.33130813100