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PR 189 over VELENCIANO RIVER,MU•OZ R

Map

Coordinates:
+18.22625, -65.92086
18°13'35" N, 65°55'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 189 over VELENCIANO RIVER,MU•OZ R
Structure number:017541
Location:0.5 KM S W FROM DOWNTOWN
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:94.2 ft. [28.7 m]
Total length:361.2 ft. [110.1 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:10°
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:4
Main spans material:Prestressed concrete [5]
Main spans 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: 2081

Good/Fair/Poor Condition:Poor
Average daily traffic:203,600 [as of 200]
Deck condition:Imminent Failure [1 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Sufficiency rating:713.0
Estimated cost of work:$900,016,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2081Poor7 out of 10203600713.0
October 2018FairN out of 103600071.3
August 2016FairN out of 103600071.3
September 2014FairN out of 103600071.3
August 2012FairN out of 103600071.3
October 2010FairN out of 103500071.4
October 2008FairN out of 103500072.5
September 2006FairN out of 101870074.6
June 2004FairN out of 101870074.6
July 2001FairN out of 103170072.9
July 1999FairN out of 101950074.5
March 1997GoodN out of 101200076.2
April 1995FairN out of 102150074.8
February 1993FairN out of 102150074.8
November 1991FairN out of 101300075.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,9733,92139130
Deck
Reinforced Concrete Decksq. ft.10,83906,4584,3810
Substructure
Reinforced Concrete Pier Walllinear ft.56292070
Reinforced Concrete Abutmentlinear ft.1381122600
Reinforced Concrete Pier Caplinear ft.19012446200
Joints
Compression Jointlinear ft.24006610866
Bearings
Elastomeric Bearingeach8888000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7226566600