Share:

CONN PR 120 TO 357 over MARICAO RIVER

Map

Coordinates:
+18.18667, -66.98333
18°11'12" N, 66°58'60" W

Facts

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 2017

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]
Sufficiency rating:73.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$34,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory420073.5
August 2015FairSatisfactorySatisfactorySatisfactory420073.3
August 2013FairSatisfactorySatisfactorySatisfactory420073.2
September 2011FairSatisfactorySatisfactorySatisfactory420073.5
August 2009FairSatisfactoryGoodSatisfactory420073.5
December 2007FairSatisfactoryGoodSatisfactory420073.5
August 2006FairSatisfactoryGoodSatisfactory420073.5
December 2004FairSatisfactoryGoodSatisfactory420073.5
July 2002FairSatisfactorySatisfactoryGood100073.9
March 2000FairSatisfactorySatisfactorySatisfactory100073.9
April 1998FairSatisfactorySatisfactoryGood100073.9
May 1996FairSatisfactorySatisfactoryGood100073.9
November 1994FairSatisfactorySatisfactoryGood100073.9
December 1992FairSatisfactorySatisfactorySatisfactory100073.9
August 1991FairGoodSatisfactoryGood90077.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.121114700
Reinforced Concrete Pier Caplinear ft.2626000
Joints
Compression Jointlinear ft.8508500
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.125125000
Deck
Reinforced Concrete Slabsq. ft.3,1323,0894300
Wearing Surfacessq. ft.2,3471,1091,23800