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PR 2 over ROSARIO RIVER

Map

Coordinates:
+18.12333, -67.09667
18°07'24" N, 67°05'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 over ROSARIO RIVER
Structure number:007901
Location:4 KM EAST OF HORMIGUEROS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:72.2 ft. [22.0 m]
Total length:256.6 ft. [78.2 m]
Roadway width between curbs:73.5 ft. [22.4 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:37,900 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:51.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$368,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairFairSatisfactoryFair3790051.2
November 2015FairFairSatisfactoryFair3790051.2
October 2014FairFairSatisfactorySatisfactory3790061.2
September 2013FairFairSatisfactorySatisfactory3790061.2
September 2012FairFairSatisfactorySatisfactory3790057.3
September 2010FairFairSatisfactorySatisfactory3790079.0
August 2008FairFairFairSatisfactory3380069.0
October 2006FairFairFairSatisfactory3380057.9
November 2004FairSatisfactoryFairSatisfactory3380058.9
September 2001FairSatisfactorySatisfactoryFair3620058.9
August 1999FairSatisfactorySatisfactoryFair3810058.9
September 1997FairSatisfactorySatisfactorySatisfactory3810068.9
January 1996FairGoodFairSatisfactory2890058.9
May 1993FairFairFairFair2420045.9
October 1991FairFairSatisfactoryFair2330051.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,3102,307300
Deck
Prestressed Concrete Decksq. ft.18,82618,62120500
Wearing Surfacessq. ft.18,826018,6212050
Reinforced Concrete Top Flangesq. ft.19,48319,139301430
Wearing Surfacessq. ft.17,91137717,3192150
Substructure
Reinforced Concrete Pier Walllinear ft.2532330200
Reinforced Concrete Abutmentlinear ft.167164030
Reinforced Concrete Pile Cap/Footinglinear ft.1640134300
Prestressed Concrete Pileeach4242000
Reinforced Concrete Pier Caplinear ft.253253000
Joints
Compression Jointlinear ft.1678275100
Bearings
Movable Bearingeach2702340
Fixed Bearingeach1801800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8928563330