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OFF PR759 AT K2.45 over TUMBAO CREEK

Map

Coordinates:
+18.02000, -65.91667
18°01'12" N, 65°55'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OFF PR759 AT K2.45 over TUMBAO CREEK
Structure number:015201
Location:2 KM NORTHWEST OF MAUNABO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.5 ft. [15.1 m]
Total length:53.8 ft. [16.4 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
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 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:500 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:49.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$87,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairFairSatisfactory50049.1
November 2015FairFairFairSatisfactory50053.7
November 2013FairFairFairSatisfactory50053.7
November 2011FairFairFairSatisfactory50053.7
December 2009FairFairFairSatisfactory50053.7
January 2008FairFairFairSatisfactory50054.8
August 2006FairSatisfactoryFairSatisfactory50037.0
October 2004FairSatisfactoryFairSatisfactory50037.0
January 2002FairSatisfactoryFairSatisfactory50037.0
November 1999FairSatisfactoryFairSatisfactory50037.0
September 1997FairSatisfactoryFairSatisfactory50035.7
April 1996FairSatisfactoryFairSatisfactory50035.7
April 1994FairSatisfactoryFairSatisfactory50038.2
February 1991FairFairSatisfactorySatisfactory50054.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6175380790
Steel Protective Coatingsq. ft.2,0241,76602580
Deck
Reinforced Concrete Decksq. ft.2,7991,1411,636220
Substructure
Reinforced Concrete Abutmentlinear ft.1711254600
Joints
Compression Jointlinear ft.5900590
Bearings
Fixed Bearingeach2002000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2492034600