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PR 599 over OROCOVIS RIVER

Map

Coordinates:
+18.22194, -66.39194
18°13'19" N, 66°23'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 599 over OROCOVIS RIVER
Structure number:020701
Location:0.5 KM SOUTH OF OROCOVIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.2 ft. [8.9 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:300 [as of 2005]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:31.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$209,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory30031.3
March 2015FairSatisfactorySatisfactorySatisfactory30031.9
March 2013FairSatisfactorySatisfactorySatisfactory30026.6
March 2011FairSatisfactorySatisfactorySatisfactory30031.3
March 2009FairSatisfactoryFairSatisfactory30015.6
June 2006PoorPoorPoorPoor30039.6
February 2004PoorPoorPoorPoor30039.6
June 2001FairFairFairFair30050.0
April 1999FairFairFairFair30050.0
March 1997FairFairFairFair30054.4
April 1995FairSatisfactorySatisfactorySatisfactory30069.1
February 1993FairFairSatisfactorySatisfactory30077.0
January 1991FairSatisfactoryFairSatisfactory42566.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1901702000
Steel Protective Coatingsq. ft.657474651180
Deck
Reinforced Concrete Decksq. ft.1,3991,22717200
Wearing Surfacessq. ft.1,0231,023000
Substructure
Reinforced Concrete Pier Walllinear ft.23131000
Reinforced Concrete Abutmentlinear ft.46331300
Reinforced Concrete Pile Cap/Footinglinear ft.2316700
Bearings
Fixed Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1251052000