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PR 155 over MOROVIS RIVER

Map

Coordinates:
+18.33779, -66.41827
18°20'16" N, 66°25'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 155 over MOROVIS RIVER
Structure number:003351
Location:2 KM NORTHWEST OF MOROVIS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:74.8 ft. [22.8 m]
Total length:74.8 ft. [22.8 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1914
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:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:9,500 [as of 2000]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:20.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorFairPoorFair950020.0
August 2017PoorFairPoorFair95002.0
July 2016PoorFairPoorFair950042.2
December 2015PoorFairPoorFair95002.0
October 2014PoorFairPoorFair95002.0
November 2013PoorFairPoorFair95002.0
November 2012PoorFairPoorFair350048.0
January 2012PoorFairPoorFair350048.0
May 2010PoorFairPoorFair970044.5
May 2009FairFairFairFair970058.1
January 2007PoorFairPoorFair97002.0
March 2003PoorFairPoorFair95002.0
September 2001PoorFairPoorFair63002.0
May 1999PoorFairPoorFair63002.0
March 1997FairFairSatisfactorySatisfactory220053.3
January 1995PoorFairPoorFair22004.0
February 1993PoorFairPoorFair57004.0
December 1991FairFairFairFair570021.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.4491487575151
Steel Protective Coatingsq. ft.1,119387183183366
Steel Trusslinear ft.1510011239
Steel Floor Beamlinear ft.19066365236
Steel Protective Coatingsq. ft.818366129194129
Substructure
Masonry Abutmentlinear ft.43271600
Deck
Corrugated or Orthotropic Decksq. ft.1,24917534950
Wearing Surfacessq. ft.1,2491,249000
Steel Protective Coatingsq. ft.1,2490753248248
Bearings
Movable Bearingeach20200
Fixed Bearingeach20200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1511725226