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PR 53 WESTBOUND over HUCAR CREEK

Map

Coordinates:
+18.00000, -66.23500
18°00'00" N, 66°14'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 53 WESTBOUND over HUCAR CREEK
Structure number:019552
Location:7 KM NORTHWEST OF SALINAS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Tolls:Yes, on toll road [2]
Length of largest span:95.8 ft. [29.2 m]
Total length:100.4 ft. [30.6 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,900 [as of 2005]
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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$87,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairGoodGood2090093.0
April 2015FairFairGoodGood2090093.0
April 2013FairFairGoodGood2090093.0
April 2011FairFairGoodGood2090093.0
May 2009FairFairGoodGood2090093.0
September 2007FairFairGoodGood1045093.5
November 2005FairFairGoodSatisfactory980093.5
January 2004FairFairGoodSatisfactory980093.5
October 2001FairFairGoodGood760093.6
May 1999FairFairGoodGood760091.7
May 1997FairFairGoodGood570093.7
April 1995GoodGoodGoodGood4000100.0
February 1993GoodGoodGoodVery Good4000100.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.705705000
Deck
Reinforced Concrete Decksq. ft.4,4673,207651,1950
Substructure
Reinforced Concrete Abutmentlinear ft.171164700
Joints
Compression Jointlinear ft.92597260
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2822661600