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PR 111 over GUAJATACA RIVER

Map

Coordinates:
+18.29333, -66.87000
18°17'36" N, 66°52'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 111 over GUAJATACA RIVER
Structure number:008641
Location:1 KM EAST OF LARES
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:36.7 ft. [11.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,200 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:74.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$34,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactoryGoodGood520074.6
January 2014FairSatisfactoryGoodGood520074.8
February 2012FairSatisfactoryGoodGood270094.9
March 2010FairSatisfactoryGoodGood270094.9
October 2007GoodGoodGoodGood270094.9
October 2005GoodGoodGoodGood1050082.2
May 2002FairSatisfactorySatisfactorySatisfactory780082.4
May 2000FairSatisfactorySatisfactorySatisfactory780082.4
July 1998FairSatisfactorySatisfactorySatisfactory790082.4
July 1996FairSatisfactorySatisfactorySatisfactory1040080.9
November 1994FairSatisfactorySatisfactorySatisfactory1040080.9
December 1992FairSatisfactorySatisfactorySatisfactory1310080.9
March 1991FairSatisfactorySatisfactorySatisfactory1188079.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.200200000
Reinforced Concrete Girder/Beamlinear ft.200200000
Deck
Reinforced Concrete Decksq. ft.4954415400
Wearing Surfacessq. ft.474474000
Reinforced Concrete Top Flangesq. ft.1,8411,7875400
Wearing Surfacessq. ft.1,6151,615000
Substructure
Reinforced Concrete Abutmentlinear ft.2532431000
Joints
Compression Jointlinear ft.151015100
Bearings
Elastomeric Bearingeach1010000
Movable Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.121114700