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PR 116 over IRRIGATION CHANNEL

Map

Coordinates:
+18.04500, -67.05667
18°02'42" N, 67°03'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 116 over IRRIGATION CHANNEL
Structure number:008701
Location:LAJAS 1 KM N INT PR117
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:65.0 ft. [19.8 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:12,843 [as of 2007]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:52.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$168,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairSatisfactorySatisfactory1284352.8
July 2015FairFairSatisfactorySatisfactory1284353.6
July 2013FairFairSatisfactorySatisfactory1284353.4
August 2011FairSatisfactorySatisfactorySatisfactory970054.7
August 2009FairSatisfactorySatisfactorySatisfactory940054.8
August 2007FairSatisfactorySatisfactorySatisfactory940076.3
October 2005FairSatisfactorySatisfactorySatisfactory940064.8
October 2003FairSatisfactorySatisfactorySatisfactory890064.9
September 2001FairGoodSatisfactorySatisfactory890064.9
May 1999FairGoodSatisfactorySatisfactory890064.9
April 1997FairGoodSatisfactoryGood790065.1
June 1995FairGoodSatisfactoryGood790065.0
May 1993FairFairFairSatisfactory720053.8
September 1991FairFairFairSatisfactory710061.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5224833900
Deck
Prestressed Concrete Decksq. ft.2,1961,85234400
Wearing Surfacessq. ft.1,7981,798000
Substructure
Reinforced Concrete Abutmentlinear ft.223216700
Joints
Compression Jointlinear ft.138013800
Bearings
Movable Bearingeach84400
Fixed Bearingeach84400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2101941600