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PR 193 over MATA DE PLATANO CREEK

Map

Coordinates:
+18.37903, -65.71956
18°22'45" N, 65°43'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 193 over MATA DE PLATANO CREEK
Structure number:017681
Location:0.6 KM WEST OF LUQUILLO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:70.2 ft. [21.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Skew angle:20°
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]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
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:85.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$806,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairFairFairFair350085.6
November 2016FairFairFairFair350085.6
November 2014FairFairFairFair350085.6
November 2012FairFairSatisfactoryFair350084.6
November 2010FairFairSatisfactoryGood350096.7
October 2008FairSatisfactorySatisfactoryGood350097.7
September 2006FairSatisfactorySatisfactoryGood360097.7
April 2003FairSatisfactorySatisfactorySatisfactory660096.4
October 2000FairSatisfactorySatisfactorySatisfactory260097.8
March 1998FairSatisfactorySatisfactorySatisfactory360097.7
February 1996FairSatisfactorySatisfactorySatisfactory390097.7
July 1993FairSatisfactorySatisfactorySatisfactory300096.8
August 1991FairSatisfactorySatisfactorySatisfactory93096.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Columneach1000100
Reinforced Concrete Abutmentlinear ft.131124700
Reinforced Concrete Pier Caplinear ft.5649700
Joints
Compression Jointlinear ft.8208200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1411311000
Deck
Reinforced Concrete Slabsq. ft.3,7143,62765220