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PR 52 NORTHBOUND over PR 714 & LA PALMA CREEK

Map

Coordinates:
+18.07333, -66.20833
18°04'24" N, 66°12'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 52 NORTHBOUND over PR 714 & LA PALMA CREEK
Structure number:020382
Location:8 KM SOUTH WEST OF CAYEY
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:159.1 ft. [48.5 m]
Total length:1038.1 ft. [316.4 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:State Toll Authority [31]
Year built:1974
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:7
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,600 [as of 2005]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$10,784,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairSatisfactorySatisfactory2060098.0
March 2016FairFairSatisfactorySatisfactory2060098.0
March 2015FairFairSatisfactorySatisfactory2060098.0
March 2014FairFairSatisfactorySatisfactory2060098.0
March 2013FairFairSatisfactorySatisfactory2060098.0
February 2012FairFairSatisfactorySatisfactory2060098.0
February 2011FairFairGoodSatisfactory2060098.0
January 2009FairFairSatisfactorySatisfactory2060098.0
November 2006FairFairGoodSatisfactory1870098.1
February 2004FairFairSatisfactorySatisfactory1870098.1
March 2001FairFairSatisfactorySatisfactory1695098.2
July 1999FairFairSatisfactorySatisfactory1580098.3
March 1997FairFairSatisfactorySatisfactory1400096.3
August 1994FairFairSatisfactorySatisfactory1150096.1
July 1992FairFairSatisfactoryFair1165085.0
July 1990PoorPoorSatisfactoryFair955083.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,0872,0771000
Steel Stringerlinear ft.6,2606,2402000
Deck
Reinforced Concrete Decksq. ft.48,43821,52917,1259,7840
Superstructure
Steel Floor Beamlinear ft.2,0472,0143300
Substructure
Reinforced Concrete Pier Walllinear ft.2362162000
Reinforced Concrete Abutmentlinear ft.2001871300
Joints
Compression Jointlinear ft.6071180325164
Bearings
Movable Bearingeach2021800
Fixed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0872,0215970