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PR 9920 over GRANDE DE LOIZA RIVER

Map

Coordinates:
+18.11667, -65.99000
18°07'00" N, 65°59'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 9920 over GRANDE DE LOIZA RIVER
Structure number:020061
Location:10 KM S W OF SAN LORENZO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:137.8 ft. [42.0 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Steel continuous [4]
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: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:800 [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:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:13.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$423,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairFairSatisfactory80013.0
December 2015FairFairFairSatisfactory80013.0
December 2013FairFairFairSatisfactory80050.5
December 2011FairFairFairSatisfactory80050.5
May 2010FairFairSatisfactorySatisfactory80062.2
February 2008FairSatisfactorySatisfactorySatisfactory49067.1
November 2005FairSatisfactorySatisfactorySatisfactory49058.9
August 2001FairSatisfactorySatisfactorySatisfactory49058.9
July 1999FairSatisfactorySatisfactorySatisfactory49058.9
April 1997FairSatisfactorySatisfactorySatisfactory49050.5
June 1995FairSatisfactorySatisfactorySatisfactory49060.2
May 1993FairFairFairSatisfactory49046.8
October 1991FairFairFairSatisfactory49046.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4133740039
Deck
Reinforced Concrete Decksq. ft.2,1741,25991500
Substructure
Reinforced Concrete Pier Walllinear ft.49331600
Reinforced Concrete Abutmentlinear ft.108882000
Reinforced Concrete Pile Cap/Footinglinear ft.107300
Bearings
Movable Bearingeach124800
Fixed Bearingeach30300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.27617401020