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PR 22 EASTBOUND over PR 10

Map

Coordinates:
+18.45500, -66.72000
18°27'18" N, 66°43'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 22 EASTBOUND over PR 10
Structure number:016442
Location:1 KM SOUTHEAST OF ARECIBO
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:98.4 ft. [30.0 m]
Total length:196.9 ft. [60.0 m]
Roadway width between curbs:42.3 ft. [12.9 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:31°
Owner:State Toll Authority [31]
Year built:1980
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,800 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$98,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryGoodGood3080075.0
August 2015FairSatisfactoryGoodGood3080075.0
August 2013FairSatisfactoryGoodGood3080075.0
January 2012FairSatisfactoryGoodGood2205075.6
February 2010FairSatisfactoryGoodGood2205075.6
January 2008FairSatisfactorySatisfactoryGood3010075.1
May 2006FairSatisfactorySatisfactoryGood2995075.1
September 2004FairSatisfactorySatisfactoryGood2995075.1
December 2002FairGoodSatisfactoryGood2854075.2
December 2000FairSatisfactorySatisfactoryGood2125075.6
December 1998FairSatisfactorySatisfactoryGood2125075.6
August 1996FairSatisfactorySatisfactoryGood1165073.5
September 1994FairSatisfactorySatisfactorySatisfactory1575073.4
October 1992FairFairSatisfactorySatisfactory1050072.9
February 1991FairSatisfactoryGoodFair970062.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,5751,575000
Deck
Reinforced Concrete Decksq. ft.8,8488,00884000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.131124700
Reinforced Concrete Pier Caplinear ft.5252000
Joints
Compression Jointlinear ft.1576579130
Bearings
Elastomeric Bearingeach3224620
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.394387700