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PR 630 over CIBUCO RIVER

Map

Coordinates:
+18.36833, -66.34000
18°22'06" N, 66°20'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 630 over CIBUCO RIVER
Structure number:010521
Location:4.5 KM N W OF COROZAL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.7 ft. [11.2 m]
Total length:107.6 ft. [32.8 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1966
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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:66.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$652,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryGoodFair80066.0
August 2015FairSatisfactoryGoodFair80066.0
August 2013FairSatisfactoryGoodFair80066.0
August 2011FairSatisfactoryGoodFair80067.0
August 2009FairSatisfactoryFairFair80067.0
September 2007FairSatisfactoryFairFair80067.0
October 2005FairSatisfactorySatisfactorySatisfactory80078.2
February 2003FairSatisfactorySatisfactorySatisfactory80078.2
March 2000FairSatisfactorySatisfactorySatisfactory80079.2
June 1998FairSatisfactorySatisfactorySatisfactory80078.2
February 1996FairSatisfactorySatisfactorySatisfactory80078.1
June 1993FairSatisfactorySatisfactorySatisfactory70078.2
December 1991FairFairFairFair69066.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4233972600
Deck
Reinforced Concrete Top Flangesq. ft.3,0032,497441650
Wearing Surfacessq. ft.2,1851,6144311400
Substructure
Reinforced Concrete Columneach60330
Reinforced Concrete Abutmentlinear ft.1411281300
Reinforced Concrete Pier Caplinear ft.49361300
Bearings
Fixed Bearingeach2402400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.22014852200