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PR 17 over JUAN MENDEZ CREEK

Map

Coordinates:
+18.40806, -66.03889
18°24'29" N, 66°02'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 17 over JUAN MENDEZ CREEK
Structure number:017471
Location:0.5 KM W OF BARBOSA AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:54.5 ft. [16.6 m]
Total length:59.7 ft. [18.2 m]
Roadway width between curbs:72.2 ft. [22.0 m]
Deck width edge-to-edge:110.9 ft. [33.8 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1981
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:107,300 [as of 2002]
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:Better than present minimum criteria [7]
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 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:79.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$123,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactoryGoodGood10730079.8
October 2016FairSatisfactoryGoodGood10730079.8
October 2014FairSatisfactoryGoodGood10730079.8
October 2012FairSatisfactoryGoodGood10730079.8
October 2010FairSatisfactoryGoodGood11260079.2
October 2008FairSatisfactorySatisfactoryGood10850079.6
November 2006FairSatisfactorySatisfactoryGood10850079.6
December 2003FairSatisfactorySatisfactoryGood10850079.6
April 2001FairSatisfactoryGoodGood10850079.6
March 1999FairSatisfactoryGoodGood8920081.6
July 1996FairSatisfactoryGoodGood5000090.0
November 1994FairSatisfactoryGoodGood6000088.1
November 1992FairSatisfactoryGoodGood2820097.9
March 1991FairFairGoodGood3920096.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.837837000
Deck
Reinforced Concrete Decksq. ft.7,08316,5125700
Substructure
Reinforced Concrete Abutmentlinear ft.3052921300
Joints
Compression Jointlinear ft.22601674613
Bearings
Elastomeric Bearingeach28161200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.35419692660