PR 22 WESTBOUND over PR 129


+18.45833, -66.74667
18°27'30" N, 66°44'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 22 WESTBOUND over PR 129
Structure number:016452
Location:2.6 KM W INT PR10 & PR22
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:103.4 ft. [31.5 m]
Total length:215.6 ft. [65.7 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:26.2 ft. [8.0 m]
Skew angle:28°
Owner:State Highway Agency [01]
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: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,300 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:79.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$235,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairGoodGood2530079.5
November 2015FairFairGoodGood2530079.5
November 2013FairFairGoodGood2530079.5
November 2011FairFairGoodGood1805079.9
December 2009FairFairGoodGood1805079.9
January 2008FairSatisfactorySatisfactoryGood1805080.9
May 2006FairSatisfactorySatisfactoryGood1745081.0
September 2004FairSatisfactorySatisfactoryGood1745081.0
December 2002FairSatisfactorySatisfactoryGood2855080.3
September 2000FairSatisfactorySatisfactoryGood2105080.7
May 1998FairSatisfactorySatisfactoryGood2045080.8
July 1996FairSatisfactorySatisfactoryGood965078.9
September 1994FairSatisfactorySatisfactoryGood935079.1
August 1992FairSatisfactoryFairSatisfactory825068.1
March 1991FairSatisfactorySatisfactoryGood1560078.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,2631,263000
Reinforced Concrete Decksq. ft.9,6664,8554,81100
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.184184000
Reinforced Concrete Pier Caplinear ft.5252000
Compression Jointlinear ft.157015700
Elastomeric Bearingeach2418600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.420413700