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CITY STREET over OROCOVIS RIVER

Map

Coordinates:
+18.22817, -66.39071
18°13'41" N, 66°23'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CITY STREET over OROCOVIS RIVER
Structure number:017041
Location:NEAR OROCOVIS POST OFFICE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:56.4 ft. [17.2 m]
Total length:120.4 ft. [36.7 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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: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]
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:76.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$894,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairSatisfactorySatisfactory300076.6
March 2015FairFairSatisfactorySatisfactory300076.6
March 2013FairFairSatisfactorySatisfactory300076.6
March 2011FairFairSatisfactorySatisfactory300076.6
March 2009FairFairFairSatisfactory300066.6
May 2007FairFairFairSatisfactory300065.6
March 2005FairFairFairSatisfactory300065.6
May 2002FairSatisfactorySatisfactorySatisfactory300078.6
November 2000FairSatisfactorySatisfactorySatisfactory300078.6
October 1998FairSatisfactorySatisfactorySatisfactory300077.6
August 1996FairSatisfactorySatisfactorySatisfactory300077.6
August 1994FairSatisfactorySatisfactorySatisfactory300075.7
August 1992FairFairSatisfactorySatisfactory150074.8
January 1991FairSatisfactorySatisfactorySatisfactory200075.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4824691300
Deck
Reinforced Concrete Decksq. ft.2,7347212,01300
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.108951300
Reinforced Concrete Pier Caplinear ft.2623300
Bearings
Elastomeric Bearingeach168800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2432331000