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PR 102 over BOCA MORENA CREEK

Map

Coordinates:
+18.21500, -67.15833
18°12'54" N, 67°09'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 102 over BOCA MORENA CREEK
Structure number:014342
Location:2 KM N W OF MAYAGUEZ
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:51.2 ft. [15.6 m]
Total length:136.5 ft. [41.6 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1974
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:3
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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,400 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:64.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$140,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair1540064.9
April 2015FairSatisfactorySatisfactoryFair1550064.9
April 2013FairSatisfactorySatisfactoryFair1550064.9
April 2011FairSatisfactorySatisfactoryFair1550065.9
April 2009FairSatisfactorySatisfactoryFair1550065.9
May 2007FairSatisfactorySatisfactorySatisfactory1550076.1
May 2005FairSatisfactorySatisfactorySatisfactory1280076.2
June 2002FairFairSatisfactorySatisfactory1310075.2
May 2000FairFairFairSatisfactory695064.5
July 1998FairFairSatisfactorySatisfactory700075.6
February 1996FairFairSatisfactorySatisfactory635076.0
October 1993FairFairSatisfactoryFair675064.0
December 1990FairSatisfactorySatisfactorySatisfactory967078.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.9559193600
Deck
Reinforced Concrete Top Flangesq. ft.5,1883,3581,83000
Wearing Surfacessq. ft.5,1674,41407530
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.131124700
Steel Pileeach80800
Reinforced Concrete Pier Caplinear ft.121114700
Bearings
Movable Bearingeach1401400
Fixed Bearingeach1401400
Bridge Rail
Other Material Bridge Raillinear ft.2762373900