Share:

PR-3 over DAGUAO RIVER

Map

Coordinates:
+18.22667, -65.67667
18°13'36" N, 65°40'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR-3 over DAGUAO RIVER
Structure number:001201
Location:5 KM SOUTH WEST OF CEIBA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.8 ft. [10.0 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:State Highway Agency [01]
Year built:1923
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,100 [as of 2005]
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: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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:64.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$436,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory510064.3
August 2015FairSatisfactorySatisfactorySatisfactory510064.3
August 2013FairSatisfactorySatisfactorySatisfactory510064.3
September 2011FairSatisfactorySatisfactorySatisfactory510064.3
September 2009FairSatisfactorySatisfactorySatisfactory480064.9
February 2008FairSatisfactorySatisfactorySatisfactory480064.9
February 2006FairSatisfactorySatisfactorySatisfactory500039.1
February 2004FairFairFairFair480026.8
July 2001FairFairFairFair350028.2
July 1999FairFairFairFair350028.2
July 1997FairFairFairFair1290029.8
June 1995PoorFairPoorFair1070015.8
April 1993FairFairFairSatisfactory950049.1
August 1991FairSatisfactoryFairSatisfactory910047.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.486338118300
Steel Protective Coatingsq. ft.2,7771,9276781720
Deck
Reinforced Concrete Decksq. ft.1,9381,07786100
Wearing Surfacessq. ft.1,6471,5826500
Prestressed Concrete Decksq. ft.1,9381,29264600
Wearing Surfacessq. ft.1,6471,21643100
Substructure
Reinforced Concrete Pier Walllinear ft.43202300
Reinforced Concrete Abutmentlinear ft.95752000
Bridge Rail
Other Material Bridge Raillinear ft.19411566130