Share:

PR 3342 over BOCA MORENA CHANNEL

Map

Coordinates:
+18.20500, -67.15500
18°12'18" N, 67°09'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 3342 over BOCA MORENA CHANNEL
Structure number:013661
Location:WEST OF MAYAGUEZ CITY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:52.2 ft. [15.9 m]
Total length:135.2 ft. [41.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Skew angle:30°
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:1,800 [as of 2005]
Truck traffic:4% 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 desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:75.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$138,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory180075.4
April 2015FairSatisfactorySatisfactorySatisfactory180075.4
April 2013FairSatisfactorySatisfactorySatisfactory180075.4
April 2011FairSatisfactorySatisfactorySatisfactory180075.8
April 2009FairFairFairSatisfactory180064.7
May 2007FairFairSatisfactorySatisfactory150076.8
June 2005FairFairFairSatisfactory150065.8
June 2002FairFairFairSatisfactory150065.8
May 2000FairFairFairSatisfactory150063.8
July 1998FairSatisfactorySatisfactorySatisfactory150077.8
May 1996FairFairSatisfactorySatisfactory150077.8
August 1994FairFairFairFair150066.8
April 1992PoorFairFairPoor300048.5
April 1990FairSatisfactorySatisfactoryFair300064.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6596431600
Deck
Reinforced Concrete Top Flangesq. ft.3,1752,3146462150
Wearing Surfacessq. ft.3,17502,4227530
Substructure
Reinforced Concrete Columneach63300
Reinforced Concrete Abutmentlinear ft.85751000
Steel Pileeach44000
Reinforced Concrete Pier Caplinear ft.7265700
Bearings
Movable Bearingeach2002000
Fixed Bearingeach2020000
Bridge Rail
Other Material Bridge Raillinear ft.2622293300