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PR 119 over GRANDE DE A%ASCO RIVER

Map

Coordinates:
+18.27483, -66.98194
18°16'29" N, 66°58'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 119 over GRANDE DE A%ASCO RIVER
Structure number:016521
Location:4 KM NORTH OF LAS MARIAS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:87.3 ft. [26.6 m]
Total length:367.8 ft. [112.1 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Owner:State Highway Agency [01]
Year built:1980
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:4
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:Posted for load [P]
Average daily traffic:10,696 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:78.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairGoodSatisfactory1069678.3
March 2015FairFairGoodSatisfactory1069677.9
February 2013FairFairGoodSatisfactory1069696.0
February 2011FairSatisfactoryGoodSatisfactory1220096.8
February 2009FairSatisfactorySatisfactorySatisfactory1220096.8
May 2007FairSatisfactorySatisfactorySatisfactory1220096.8
June 2005FairSatisfactorySatisfactorySatisfactory1150096.9
June 2002FairSatisfactorySatisfactorySatisfactory650097.4
February 2001FairSatisfactorySatisfactorySatisfactory930097.1
June 1999FairSatisfactorySatisfactorySatisfactory820097.2
May 1997FairSatisfactorySatisfactorySatisfactory820097.2
November 1995FairSatisfactorySatisfactorySatisfactory600097.5
May 1993FairSatisfactorySatisfactorySatisfactory380098.7
September 1991FairSatisfactorySatisfactoryGood380098.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,1882,188000
Deck
Reinforced Concrete Decksq. ft.13,44412,96048400
Substructure
Reinforced Concrete Pier Walllinear ft.1181081000
Reinforced Concrete Abutmentlinear ft.1571471000
Joints
Compression Jointlinear ft.187018700
Bearings
Elastomeric Bearingeach4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7327191300