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PR 165 over UNNAMED CHANNEL

Map

Coordinates:
+18.46333, -66.25500
18°27'48" N, 66°15'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 165 over UNNAMED CHANNEL
Structure number:008171
Location:1 KM NORTH EAST OF DORADO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:28.5 ft. [8.7 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,100 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$230,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016FairFairSatisfactoryFair1710068.2
January 2014FairFairSatisfactoryFair1710068.2
January 2012FairFairSatisfactoryFair1710071.7
February 2010FairFairSatisfactoryFair1710073.7
April 2008FairFairSatisfactoryFair1590072.6
March 2006FairSatisfactorySatisfactoryFair1760061.1
October 2004FairSatisfactorySatisfactoryFair1760061.1
October 2002FairSatisfactorySatisfactoryFair1670061.9
August 2000FairSatisfactorySatisfactoryFair1380064.3
December 1998FairSatisfactorySatisfactoryFair1270065.2
August 1996FairSatisfactoryFairSatisfactory1370064.4
December 1994FairSatisfactorySatisfactorySatisfactory1720073.7
January 1993FairSatisfactoryFairSatisfactory1470062.7
September 1991FairSatisfactorySatisfactoryFair1470062.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1313000
Reinforced Concrete Girder/Beamlinear ft.174174000
Deck
Reinforced Concrete Decksq. ft.1,15295819400
Wearing Surfacessq. ft.1,01253847400
Substructure
Reinforced Concrete Abutmentlinear ft.82493300
Steel Pileeach1202100
Joints
Compression Jointlinear ft.7206903
Bearings
Movable Bearingeach60420
Fixed Bearingeach60420
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.591610330