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PR 102 over MAJAGUAL CHANNEL

Map

Coordinates:
+18.18886, -67.16053
18°11'20" N, 67°09'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 102 over MAJAGUAL CHANNEL
Structure number:006411
Location:ON MAYAGUEZ BAY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:118.4 ft. [36.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Owner:State Highway Agency [01]
Year built:1952
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:12,517 [as of 2009]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:62.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$333,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairSatisfactoryFair1251762.8
February 2015FairFairSatisfactoryFair1251763.6
February 2013FairFairSatisfactoryFair1120060.2
February 2011FairFairSatisfactorySatisfactory1120075.6
February 2009FairFairFairSatisfactory1120064.1
May 2007FairSatisfactoryFairSatisfactory1290063.6
June 2005FairSatisfactoryFairSatisfactory1240061.1
June 2002FairSatisfactoryFairSatisfactory1240061.1
August 1999FairSatisfactoryFairSatisfactory1260060.9
September 1997FairSatisfactoryFairSatisfactory1340060.1
February 1996FairSatisfactorySatisfactorySatisfactory1030075.6
October 1993FairSatisfactorySatisfactorySatisfactory990074.0
November 1991FairFairFairFair910062.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.9489282000
Deck
Reinforced Concrete Top Flangesq. ft.4,2733,15401,1190
Substructure
Reinforced Concrete Abutmentlinear ft.108951300
Reinforced Concrete Pileeach2015050
Reinforced Concrete Pier Caplinear ft.95690260
Joints
Compression Jointlinear ft.144490950
Bearings
Fixed Bearingeach4800480
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2361410950