OFF PR 361 AT 4.2 over CAIN RIVER


+18.11111, -67.02778
18°06'40" N, 67°01'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OFF PR 361 AT 4.2 over CAIN RIVER
Structure number:024931
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:66.3 ft. [20.2 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:500 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:39.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$260,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodSatisfactorySatisfactory50039.8
January 2015FairGoodSatisfactorySatisfactory50039.8
December 2012FairGoodSatisfactorySatisfactory50074.0
December 2010FairGoodSatisfactorySatisfactory50074.0
December 2008FairGoodSatisfactorySatisfactory50074.0
June 2007FairGoodSatisfactorySatisfactory50074.0
September 2005FairGoodSatisfactorySatisfactory50074.0
October 2003FairGoodSatisfactorySatisfactory50074.0
November 2001FairGoodSatisfactorySatisfactory50074.0
August 1999FairGoodSatisfactorySatisfactory50074.0
June 1997FairGoodSatisfactoryGood50074.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Other Material Closed Web/Box Girderlinear ft.502050200
Reinforced Concrete Decksq. ft.1,5931,35623700
Reinforced Concrete Pier Walllinear ft.2013700
Reinforced Concrete Abutmentlinear ft.95821300
Reinforced Concrete Pile Cap/Footinglinear ft.70700
Bridge Rail
Other Material Bridge Raillinear ft.1356346026