+18.27157, -65.64066
18°16'18" N, 65°38'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 3 over CEIBA CREEK
Structure number:001161
Location:1.5 KM NORTH OF CEIBA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.5 ft. [9.9 m]
Total length:35.4 ft. [10.8 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1918
Year reconstructed:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:3,569 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:41.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$297,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016PoorFairSeriousSatisfactory356941.5
January 2016PoorFairSeriousSatisfactory1160033.0
January 2015PoorFairSeriousSatisfactory1160033.0
January 2014PoorFairSeriousSatisfactory1160033.0
January 2013PoorFairPoorSatisfactory1160051.1
February 2012PoorFairPoorSatisfactory1160051.1
April 2009PoorFairPoorSatisfactory1160051.1
October 2007PoorFairPoorSatisfactory1340050.0
November 2005PoorFairPoorSatisfactory1340039.9
April 2003PoorFairPoorSatisfactory430048.4
July 2000PoorFairPoorSatisfactory430048.4
May 1998PoorFairPoorSatisfactory1090039.9
February 1996PoorFairPoorSatisfactory1390039.9
November 1993FairFairSatisfactorySatisfactory1460064.9
February 1992FairFairFairSatisfactory1240055.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.292132108520
Reinforced Concrete Top Flangesq. ft.1,4851,248971400
Wearing Surfacessq. ft.1,1951,195000
Reinforced Concrete Abutmentlinear ft.138993900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7265700