Share:

SICILIA STREET over JUAN MENDEZ CREEK

Map

Coordinates:
+18.41903, -66.04283
18°25'09" N, 66°02'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SICILIA STREET over JUAN MENDEZ CREEK
Structure number:021981
Location:1 KM N E OF RIO PIEDRAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:35.8 ft. [10.9 m]
Total length:38.7 ft. [11.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1977
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:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:15,200 [as of 2005]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$519,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairFairSatisfactorySatisfactory1520078.5
July 2016FairFairSatisfactorySatisfactory1520078.5
July 2014FairFairSatisfactorySatisfactory1520078.9
July 2012FairFairSatisfactorySatisfactory1520073.6
August 2010FairFairSatisfactorySatisfactory1520092.5
April 2008FairFairSatisfactorySatisfactory1520092.5
January 2006FairSatisfactorySatisfactorySatisfactory1520093.5
December 2003FairGoodSatisfactorySatisfactory1520093.5
July 2001FairGoodSatisfactorySatisfactory1520093.5
July 1999FairSatisfactorySatisfactorySatisfactory1520093.5
June 1997FairSatisfactorySatisfactorySatisfactory1500093.6
June 1995FairSatisfactorySatisfactorySatisfactory3000092.7
April 1993FairSatisfactorySatisfactorySatisfactory3000092.7
June 1991FairSatisfactorySatisfactorySatisfactory3000092.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.932627210950
Deck
Reinforced Concrete Top Flangesq. ft.2,3791,400936430
Wearing Surfacessq. ft.1,3991,16202370
Substructure
Reinforced Concrete Abutmentlinear ft.1251121300
Bearings
Elastomeric Bearingeach2602600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.79056230