Share:

OFF PR 836 over GUAYNABO RV,CAMARONES CK

Map

Coordinates:
+18.32917, -66.11389
18°19'45" N, 66°06'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OFF PR 836 over GUAYNABO RV,CAMARONES CK
Structure number:026091
Location:4 KM. SOUTH OF GUAYNABO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:80.4 ft. [24.5 m]
Total length:85.3 ft. [26.0 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:53.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$195,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryGoodFair80053.5
March 2015FairSatisfactoryGoodFair80053.5
February 2013FairSatisfactoryGoodFair80053.5
January 2011FairSatisfactoryGoodSatisfactory80066.4
December 2008FairSatisfactoryGoodSatisfactory80066.4
February 2007FairGoodGoodSatisfactory80066.4
January 2004PoorGoodGoodPoor80039.0
December 2001FairGoodGoodSatisfactory80066.4
September 1999FairVery GoodVery GoodSatisfactory80066.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.341341000
Deck
Reinforced Concrete Decksq. ft.1,7221,27045200
Substructure
Reinforced Concrete Abutmentlinear ft.5959000
Joints
Compression Jointlinear ft.3900390
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.171171000