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PR 2 over MAJAGUAL CHANNEL

Map

Coordinates:
+18.18667, -67.15167
18°11'12" N, 67°09'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 over MAJAGUAL CHANNEL
Structure number:007301
Location:SOUTH END OF MAYAGUEZ
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:27.2 ft. [8.3 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:81.0 ft. [24.7 m]
Deck width edge-to-edge:113.5 ft. [34.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:69,000 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:82.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$125,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory6900082.2
August 2015FairSatisfactorySatisfactorySatisfactory6900082.4
August 2013FairSatisfactorySatisfactorySatisfactory6900082.4
August 2011FairSatisfactorySatisfactorySatisfactory6900082.4
August 2009FairSatisfactorySatisfactorySatisfactory7430081.6
December 2007FairSatisfactorySatisfactorySatisfactory7430081.6
May 2006FairSatisfactorySatisfactorySatisfactory6830069.7
September 2004FairSatisfactorySatisfactorySatisfactory6830069.7
September 2001FairSatisfactorySatisfactorySatisfactory7930067.7
August 1999FairSatisfactorySatisfactorySatisfactory7930067.7
June 1997FairSatisfactorySatisfactorySatisfactory7840064.9
April 1996FairSatisfactorySatisfactorySatisfactory5890049.9
March 1994FairSatisfactorySatisfactorySatisfactory5720049.9
March 1990FairFairSatisfactorySatisfactory4210070.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1717000
Reinforced Concrete Abutmentlinear ft.2892791000
Reinforced Concrete Pier Caplinear ft.121121000
Joints
Compression Jointlinear ft.367036700
Bearings
Enclosed/Concealed Bearingeach33000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1641481600
Deck
Reinforced Concrete Slabsq. ft.7,1157,0615400
Wearing Surfacessq. ft.3,8103,54102690