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PR 22 EASTBOUND over PR 659

Map

Coordinates:
+18.43000, -66.28167
18°25'48" N, 66°16'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 22 EASTBOUND over PR 659
Structure number:022272
Location:5 KM SOUTH WEST OF DORADO
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:96.1 ft. [29.3 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:54.5 ft. [16.6 m]
Deck width edge-to-edge:57.7 ft. [17.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:64°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:41,400 [as of 2001]
Truck traffic:4% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,071,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2015FairSatisfactoryGoodSatisfactory4140093.0
November 2013FairSatisfactoryGoodSatisfactory4140093.0
November 2011FairSatisfactoryGoodSatisfactory4150093.0
December 2009FairSatisfactoryGoodSatisfactory4150093.0
April 2008FairSatisfactoryGoodSatisfactory4150093.0
April 2006PoorSeriousGoodSatisfactory2760088.0
September 2004PoorSeriousSatisfactorySatisfactory3585088.0
February 2002PoorSeriousGoodSatisfactory2760088.0
November 1999FairFairSatisfactorySatisfactory2750088.1
October 1997FairSatisfactoryGoodGood2595091.0
April 1996PoorPoorGoodGood1655088.0
February 1995GoodGoodGoodGood1655091.0
February 1993GoodGoodGoodGood2510091.0
September 1991GoodGoodGoodGood2510091.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.801798300
Deck
Reinforced Concrete Decksq. ft.5,7804,2731,50700
Substructure
Reinforced Concrete Abutmentlinear ft.200193700
Joints
Compression Jointlinear ft.1084349160
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.200200000