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PR 105 over GUAYABA RIVER

Map

Coordinates:
+18.18333, -66.96000
18°10'60" N, 66°57'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 105 over GUAYABA RIVER
Structure number:002141
Location:4 KM EAST OF MARICAO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:66.9 ft. [20.4 m]
Total length:81.4 ft. [24.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1925
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:73.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$55,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory100073.5
August 2015FairSatisfactorySatisfactorySatisfactory100073.5
August 2013FairSatisfactorySatisfactorySatisfactory100073.5
September 2011FairSatisfactorySatisfactorySatisfactory30075.9
August 2009FairSatisfactorySatisfactorySatisfactory30078.9
December 2007FairSatisfactorySatisfactorySatisfactory50076.8
August 2006FairSatisfactorySatisfactorySatisfactory50054.4
December 2004FairSatisfactorySatisfactorySatisfactory50054.4
June 2002FairSatisfactorySatisfactorySatisfactory50054.4
March 2000FairSatisfactorySatisfactorySatisfactory50051.4
April 1998FairSatisfactorySatisfactorySatisfactory50054.4
February 1996FairSatisfactorySatisfactorySatisfactory30054.6
November 1993FairFairSatisfactorySatisfactory30050.5
February 1992FairFairSatisfactorySatisfactory40050.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.66273900
Substructure
Reinforced Concrete Abutmentlinear ft.4942700
Joints
Compression Jointlinear ft.4949000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1511123900
Deck
Reinforced Concrete Slabsq. ft.1,4421,11932300
Wearing Surfacessq. ft.1,4421,3770650