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PR 184 over IRRIGATION CHANNEL

Map

Coordinates:
+18.02333, -66.03333
18°01'24" N, 66°01'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 184 over IRRIGATION CHANNEL
Structure number:005291
Location:2.5 KM N W OF PATILLAS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.2 ft. [9.2 m]
Total length:31.2 ft. [9.5 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,128 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:47.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$122,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryFairSatisfactory312847.4
May 2015FairSatisfactoryFairSatisfactory380046.1
May 2013FairSatisfactoryFairSatisfactory380046.1
May 2011FairSatisfactoryFairSatisfactory170051.2
June 2009FairSatisfactoryFairSatisfactory380045.2
December 2007FairSatisfactoryFairSatisfactory380052.9
August 2006FairSatisfactoryFairSatisfactory170029.8
April 2004FairSatisfactoryFairSatisfactory170029.8
August 2001FairSatisfactoryFairSatisfactory140031.4
July 1999FairSatisfactoryFairSatisfactory190028.7
May 1997FairSatisfactoryFairSatisfactory190028.7
November 1995FairSatisfactoryFairSatisfactory230023.4
June 1993FairSatisfactoryFairSatisfactory220014.3
October 1991FairFairFairFair338016.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.18036118260
Deck
Reinforced Concrete Decksq. ft.92687243110
Wearing Surfacessq. ft.829829000
Substructure
Reinforced Concrete Abutmentlinear ft.98821600
Bearings
Movable Bearingeach40220
Fixed Bearingeach40220
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.62421307