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PR 53 over CEIBA CREEK & PR 975

Map

Coordinates:
+18.27167, -65.65000
18°16'18" N, 65°39'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 53 over CEIBA CREEK & PR 975
Structure number:023081
Location:0.8 KM NW OF CEIBA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:117.1 ft. [35.7 m]
Total length:249.7 ft. [76.1 m]
Roadway width between curbs:80.7 ft. [24.6 m]
Deck width edge-to-edge:107.6 ft. [32.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:26°
Owner:State Toll Authority [31]
Year built:1994
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: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,119 [as of 2007]
Truck traffic:4% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:94.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairGoodGood2011994.0
October 2015FairFairGoodGood2011994.0
October 2013FairFairGoodGood2011994.0
October 2011FairFairGoodGood1960094.0
April 2009FairSatisfactoryGoodGood1960095.0
October 2007FairSatisfactoryGoodGood1860095.0
November 2005GoodGoodGoodGood1860095.0
April 2001GoodGoodGoodGood1660095.0
June 1999GoodGoodGoodGood1290091.1
March 1997GoodGoodVery GoodVery Good920093.0
January 1995GoodGoodVery GoodVery Good1200093.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,2583,2322600
Deck
Reinforced Concrete Decksq. ft.43,97424,07018,7281,1760
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.4544332100
Reinforced Concrete Pier Caplinear ft.107901700
Joints
Compression Jointlinear ft.325150124510
Bearings
Elastomeric Bearingeach8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3011,2505100