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PR 955 over JUAN GONZALEZ CREEK

Map

Coordinates:
+18.37492, -65.80053
18°22'30" N, 65°48'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 955 over JUAN GONZALEZ CREEK
Structure number:001051
Location:4 KM EAST OF RIO GRANDE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:31.5 ft. [9.6 m]
Total length:38.7 ft. [11.8 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Owner:State Highway Agency [01]
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:Steel plate (includes orthotropic) [5]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:600 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Poor [4 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: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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:16.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$171,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorPoorFair60016.4
September 2017PoorPoorPoorFair60016.4
January 2016PoorPoorPoorFair60016.4
November 2014PoorPoorPoorFair60049.9
November 2013PoorPoorPoorFair60049.9
November 2012PoorPoorPoorFair60049.9
February 2012PoorPoorPoorFair60049.9
June 2010PoorPoorPoorFair60049.9
April 2009PoorFairPoorFair60048.9
March 2008PoorVery GoodPoorFair60049.9
January 2006PoorPoorPoorFair60016.4
December 2003FairFairFairFair60032.1
August 2001PoorPoorFairFair60030.0
July 1999FairFairFairFair60032.1
March 1997FairFairFairFair55031.1
June 1995FairFairFairFair55031.1
August 1993FairFairFairFair50040.6
November 1991FairFairFairFair77038.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.75260490
Steel Stringerlinear ft.1122007220
Steel Floor Beamlinear ft.1900118720
Substructure
Masonry Abutmentlinear ft.592920100
Deck
Corrugated or Orthotropic Decksq. ft.71032203880
Wearing Surfacessq. ft.570570000
Joints
Open Jointlinear ft.3636000
Bearings
Movable Bearingeach20020
Fixed Bearingeach20020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.75324300