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PR 53 EASTBOUND over BOTIJA CREEK & LOCAL RD

Map

Coordinates:
+18.21465, -65.71179
18°12'53" N, 65°42'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 53 EASTBOUND over BOTIJA CREEK & LOCAL RD
Structure number:024512
Location:2.5 KM EAST OF NAGUABO
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:124.3 ft. [37.9 m]
Total length:691.6 ft. [210.8 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:46°
Owner:State Toll Authority [31]
Year built:1996
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:6
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: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,448 [as of 2008]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:97.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryVery GoodGood1944897.1
June 2016FairSatisfactoryVery GoodGood1944897.1
June 2014FairSatisfactoryVery GoodGood1944897.1
July 2012FairSatisfactoryVery GoodGood927497.6
September 2010FairSatisfactoryVery GoodGood870097.6
September 2008GoodVery GoodVery GoodGood1740097.2
October 2006GoodVery GoodGoodGood790097.6
May 2004GoodVery GoodGoodGood790097.6
April 2001GoodVery GoodGoodGood710597.7
April 1999GoodVery GoodVery GoodVery Good485097.8
January 1997GoodVery GoodVery GoodVery Good475099.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,4613,458300
Deck
Reinforced Concrete Decksq. ft.28,008126,9311,0760
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.2762562000
Reinforced Concrete Pier Caplinear ft.2992861300
Joints
Compression Jointlinear ft.4000351490
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3851,188164330