PR 26 over PR 25 (PONCE DE LEON AV)


+18.45833, -66.07833
18°27'30" N, 66°04'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 26 over PR 25 (PONCE DE LEON AV)
Structure number:007511
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:61.0 ft. [18.6 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:12,913 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:72.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$456,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactorySatisfactorySatisfactory1291372.3
June 2016FairSatisfactorySatisfactorySatisfactory1291372.3
June 2014FairSatisfactorySatisfactorySatisfactory4150068.7
June 2012FairSatisfactorySatisfactorySatisfactory4150068.7
July 2010FairSatisfactorySatisfactorySatisfactory4150068.7
August 2008FairSatisfactorySatisfactorySatisfactory4150068.7
October 2006FairSatisfactorySatisfactorySatisfactory3810069.1
August 2004FairSatisfactorySatisfactorySatisfactory3810069.1
November 2002FairSatisfactorySatisfactorySatisfactory3810069.1
April 2000FairSatisfactorySatisfactorySatisfactory5360067.1
May 1998FairSatisfactorySatisfactorySatisfactory2660070.6
March 1996FairSatisfactorySatisfactorySatisfactory2020071.9
June 1993FairFairFairSatisfactory3330054.7
June 1991FairFairFairSatisfactory3330054.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.9595000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1281181000
Reinforced Concrete Slabsq. ft.2,7662,42234400
Wearing Surfacessq. ft.2,4222,422000