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OFF PR 330 over DUEY RIVER

Map

Coordinates:
+18.13631, -67.07209
18°08'11" N, 67°04'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OFF PR 330 over DUEY RIVER
Structure number:017141
Location:BO. DUEY FRENTE ESCUELA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.5 ft. [8.7 m]
Total length:86.6 ft. [26.4 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:250 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:17.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$347,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2015FairFairFairFair25017.0
September 2013FairFairFairFair25017.0
September 2011FairFairFairFair25016.5
August 2010FairFairFairFair25016.5
August 2008FairFairFairFair25016.5
October 2006PoorSeriousSeriousCritical2502.0
May 2004PoorSeriousSeriousCritical2502.0
September 2000PoorSatisfactorySatisfactoryCritical2507.0
October 1998PoorSatisfactorySatisfactoryImminent Failure2507.0
April 1997FairSatisfactorySatisfactorySatisfactory20047.2
January 1995FairFairSatisfactorySatisfactory20045.8
January 1993FairFairSatisfactorySatisfactory20061.6
January 1991FairFairFairFair20058.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Other Material Closed Web/Box Girderlinear ft.4334072600
Deck
Prestressed Concrete Decksq. ft.936268603650
Wearing Surfacessq. ft.1,5611,44301180
Substructure
Reinforced Concrete Pier Walllinear ft.8989000
Reinforced Concrete Abutmentlinear ft.89692000
Joints
Compression Jointlinear ft.9209200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9292000
Reinforced Concrete Bridge Raillinear ft.1806572430