PR 2 over PR 20 (MRTNZ. NADAL EXP)


+18.41667, -66.12000
18°25'00" N, 66°07'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 over PR 20 (MRTNZ. NADAL EXP)
Structure number:008441
Location:0.7 KM OF CAPARRA INT.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:66.3 ft. [20.2 m]
Total length:174.5 ft. [53.2 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:93,400 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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: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:52.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$309,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairGood9340052.9
October 2016FairFairFairSatisfactory9340052.9
October 2014FairFairFairSatisfactory9340053.1
October 2012FairSatisfactoryFairSatisfactory9340049.1
November 2010FairSatisfactoryFairSatisfactory9340066.0
December 2008FairFairFairSatisfactory9340065.0
May 2007FairFairFairSatisfactory11360065.0
May 2005FairFairFairSatisfactory11130053.9
August 2002FairFairFairSatisfactory11130053.9
February 2000FairFairFairSatisfactory11130053.9
June 1998FairFairFairGood10800051.9
July 1996FairFairFairSatisfactory6320062.9
July 1994FairFairFairSatisfactory7130062.9
July 1992FairFairFairSatisfactory7130062.9
July 1990FairFairSatisfactorySatisfactory6500078.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.2262062000
Reinforced Concrete Pier Caplinear ft.151144700
Compression Jointlinear ft.151151000
Enclosed/Concealed Bearingeach44000
Bridge Rail
Other Material Bridge Raillinear ft.4133932000
Reinforced Concrete Slabsq. ft.12,96012,476863980
Wearing Surfacessq. ft.12,96012,960000