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PR 155 over MOROVIS RIVER

Map

Coordinates:
+18.24677, -66.40859
18°14'48" N, 66°24'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 155 over MOROVIS RIVER
Structure number:003341
Location:1 KM SOUTH OF MOROVIS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:47.2 ft. [14.4 m]
Total length:47.2 ft. [14.4 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,000 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:70.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$485,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory400070.5
April 2016FairSatisfactorySatisfactorySatisfactory400070.5
April 2014FairSatisfactorySatisfactorySatisfactory400070.5
April 2012FairSatisfactorySatisfactorySatisfactory400068.5
May 2010FairSatisfactoryFairSatisfactory680055.9
March 2008FairSatisfactoryFairSatisfactory680056.0
February 2006FairGoodSatisfactorySatisfactory650043.9
February 2004FairSatisfactoryFairSatisfactory650030.7
September 2001FairGoodSatisfactorySatisfactory650043.9
May 1999FairGoodSatisfactorySatisfactory200048.0
February 1997GoodGoodGoodGood190039.8
January 1995FairSatisfactorySatisfactoryGood180049.0
February 1993FairSatisfactorySatisfactorySatisfactory180049.0
November 1991FairSatisfactorySatisfactorySatisfactory180049.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1871741300
Steel Protective Coatingsq. ft.1,2491,1846500
Deck
Prestressed Concrete Decksq. ft.9268725400
Wearing Surfacessq. ft.926926000
Substructure
Reinforced Concrete Abutmentlinear ft.82691300
Reinforced Concrete Pile Cap/Footinglinear ft.52361600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108951300