Share:

PR 567 over GRANDE DE MANATI RIVER

Map

Coordinates:
+18.30588, -66.43765
18°18'21" N, 66°26'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 567 over GRANDE DE MANATI RIVER
Structure number:014621
Location:4.7 KM S W OF CIALES
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:65.6 ft. [20.0 m]
Total length:274.0 ft. [83.5 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,600 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:78.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$155,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodSatisfactory260078.4
February 2015FairSatisfactoryGoodSatisfactory220079.6
February 2013FairSatisfactoryGoodSatisfactory220075.7
February 2011FairSatisfactorySatisfactorySatisfactory220079.0
February 2009FairSatisfactorySatisfactorySatisfactory230078.9
March 2007FairSatisfactorySatisfactorySatisfactory230084.2
March 2005FairSatisfactorySatisfactorySatisfactory230084.2
February 2002FairSatisfactoryGoodSatisfactory210084.3
December 1999FairSatisfactoryGoodSatisfactory210084.3
December 1997FairSatisfactoryGoodSatisfactory210084.3
September 1996FairGoodSatisfactorySatisfactory120087.1
September 1994FairSatisfactorySatisfactorySatisfactory130086.7
September 1992FairSatisfactorySatisfactorySatisfactory130086.7
February 1991FairSatisfactorySatisfactorySatisfactory47094.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0961,096000
Deck
Reinforced Concrete Decksq. ft.8,3965,7162,669110
Wearing Surfacessq. ft.8,3967,51388300
Substructure
Reinforced Concrete Columneach64200
Reinforced Concrete Abutmentlinear ft.1251121300
Reinforced Concrete Pier Caplinear ft.82622000
Bearings
Elastomeric Bearingeach32221000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6105803000