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PR 155 over CREEK

Map

Coordinates:
+18.31048, -66.40745
18°18'38" N, 66°24'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 155 over CREEK
Structure number:013981
Location:2.5 KM SOUTH OF MOROVIS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.7 ft. [6.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
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:4,000 [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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:73.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$177,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory400073.5
November 2016FairSatisfactorySatisfactorySatisfactory400073.5
October 2014FairSatisfactorySatisfactorySatisfactory400073.5
November 2012FairSatisfactorySatisfactorySatisfactory400073.5
November 2010FairFairGoodSatisfactory400072.5
November 2008FairSatisfactorySatisfactorySatisfactory680073.1
March 2007FairSatisfactorySatisfactorySatisfactory970072.8
March 2005FairSatisfactorySatisfactorySatisfactory650049.4
February 2002FairSatisfactorySatisfactorySatisfactory650049.4
November 1999FairSatisfactorySatisfactorySatisfactory200050.4
October 1997FairSatisfactorySatisfactorySatisfactory200050.4
February 1996FairSatisfactorySatisfactorySatisfactory190050.5
December 1993FairSatisfactorySatisfactorySatisfactory180050.5
March 1992FairSatisfactorySatisfactorySatisfactory180050.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.197190700
Reinforced Concrete Pile Cap/Footinglinear ft.2323000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4942700
Deck
Reinforced Concrete Slabsq. ft.5705056500
Wearing Surfacessq. ft.495495000