+18.18667, -66.98333
18°11'12" N, 66°58'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CONN PR 120 TO 357 over MARICAO RIVER
Structure number:022081
Location:CONNECTOR PR120 TO PR357
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.2 ft. [8.3 m]
Total length:59.4 ft. [18.1 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:State Highway Agency [01]
Year built:1983
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,200 [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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:34.9 tons [31.7 metric tons]
Sufficiency rating:73.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$34,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201573.3FairSatisfactorySatisfactorySatisfactoryFO4200
August 201373.2FairSatisfactorySatisfactorySatisfactoryFO4200
September 201173.5FairSatisfactorySatisfactorySatisfactoryFO4200
August 200973.5FairSatisfactoryGoodSatisfactoryFO4200
December 200773.5FairSatisfactoryGoodSatisfactoryFO4200
August 200673.5FairSatisfactoryGoodSatisfactoryFO4200
December 200473.5FairSatisfactoryGoodSatisfactoryFO4200
July 200273.9FairSatisfactorySatisfactoryGoodFO1000
March 200073.9FairSatisfactorySatisfactorySatisfactoryFO1000
April 199873.9FairSatisfactorySatisfactoryGoodFO1000
May 199673.9FairSatisfactorySatisfactoryGoodFO1000
November 199473.9FairSatisfactorySatisfactoryGoodFO1000
December 199273.9FairSatisfactorySatisfactorySatisfactoryFO1000
August 199177.9FairGoodSatisfactoryGood-900