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PR 14 over TOITA CREEK

Map

Coordinates:
+18.13687, -66.19581
18°08'13" N, 66°11'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 14 over TOITA CREEK
Structure number:001781
Location:4 KM NORTH WEST OF CAYEY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:48.6 ft. [14.8 m]
Total length:53.8 ft. [16.4 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:State Highway Agency [01]
Year built:1891
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: January 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:4,100 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 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:Equal to present minimum criteria [6]
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:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$257,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorSeriousSeriousPoor41002.0
January 2016PoorSeriousSeriousPoor41002.0
January 2015PoorSeriousSeriousPoor41002.0
December 2013PoorSeriousSeriousPoor41002.0
December 2012PoorSeriousSeriousPoor41002.0
December 2011PoorSeriousSeriousPoor680017.0
May 2010GoodGoodGoodVery Good680071.8
February 2008GoodVery GoodGoodExcellent750071.2
July 2007PoorPoorFairPoor750043.6
August 2006PoorPoorFairPoor75004.0
December 2005PoorPoorFairFair750016.3
February 2003FairFairFairFair1040018.3
December 2001FairFairFairFair750018.3
August 1999FairFairFairFair1040018.3
August 1998FairFairFairGood1040015.3
June 1997FairFairFairGood260022.2
May 1995FairFairFairGood190029.3
May 1994FairFairFairSatisfactory170024.7
July 1993FairFairFairSatisfactory170029.9
November 1991FairFairFairFair530018.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.210210000
Steel Protective Coatingsq. ft.3,0142,47653800
Steel Trusslinear ft.420420000
Steel Protective Coatingsq. ft.5,5114,4351,07600
Steel Floor Beamlinear ft.2592263300
Steel Protective Coatingsq. ft.1,42101,42100
Deck
Corrugated or Orthotropic Decksq. ft.2,5192,519000
Wearing Surfacessq. ft.2,51911,1191,3990
Bearings
Movable Bearingeach66000
Fixed Bearingeach66000