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PR 192 over SANTIAGO RIVER

Map

Coordinates:
+18.20638, -65.73280
18°12'23" N, 65°43'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 192 over SANTIAGO RIVER
Structure number:022431
Location:AT NAGUABO TOWN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:50.2 ft. [15.3 m]
Total length:150.6 ft. [45.9 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1991
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:3
Main spans material:Concrete [1]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,700 [as of 2002]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$123,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactoryGood470072.3
November 2016FairSatisfactorySatisfactoryGood470072.3
October 2014FairSatisfactorySatisfactoryGood360073.7
October 2012FairSatisfactorySatisfactoryGood360068.6
November 2010FairSatisfactorySatisfactoryGood360081.7
November 2008FairSatisfactorySatisfactoryGood640078.7
May 2007FairSatisfactoryGoodGood490081.3
March 2005FairSatisfactoryGoodGood490081.3
October 2001FairSatisfactoryGoodGood490081.3
October 1999FairSatisfactoryGoodGood490081.3
October 1997GoodGoodGoodGood500081.2
April 1996GoodGoodGoodGood490078.2
January 1994GoodGoodGoodGood470078.2
March 1992GoodGoodGoodVery Good470078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,6571,60133230
Deck
Reinforced Concrete Decksq. ft.4,5534,553000
Wearing Surfacessq. ft.4,5534,35919400
Substructure
Reinforced Concrete Pier Walllinear ft.52391300
Reinforced Concrete Abutmentlinear ft.1671541300
Reinforced Concrete Pier Caplinear ft.92791300
Bearings
Elastomeric Bearingeach66541200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3022891300