Share:

PR 951 over ZEQUEIRA CHANNEL

Map

Coordinates:
+18.69274, -66.50917
18°41'34" N, 66°30'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 951 over ZEQUEIRA CHANNEL
Structure number:004431
Location:3 KM SOUTH WEST OF LOIZA
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:State Highway Agency [01]
Year built:1924
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: September 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:8,700 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:16.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$206,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018PoorPoorSeriousFair870016.1
June 2017PoorPoorSeriousFair870016.1
June 2016PoorPoorSeriousFair870016.1
July 2015PoorPoorSeriousFair870016.1
May 2014PoorPoorSeriousFair870016.1
May 2013PoorPoorSeriousFair870016.1
May 2012PoorPoorSeriousFair1020013.2
June 2011PoorPoorSeriousFair464916.1
July 2010PoorPoorSeriousFair1020016.1
May 2009PoorPoorSeriousFair1020018.0
May 2008PoorPoorPoorFair1010037.0
January 2007PoorPoorSeriousFair101003.0
January 2006PoorPoorSeriousFair101003.0
November 2004PoorFairSeriousFair16005.0
August 2000PoorFairSeriousFair16005.0
August 1999PoorFairSeriousFair16005.0
June 1998PoorFairSeriousSatisfactory17005.0
March 1997PoorFairSeriousSatisfactory17005.0
June 1995PoorFairSeriousSatisfactory16005.0
June 1994PoorFairSeriousSatisfactory15005.0
June 1993PoorFairSeriousFair50034.3
October 1991PoorFairPoorFair50051.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Other Material Closed Web/Box Girderlinear ft.5200646
Steel Girder/Beamlinear ft.1771250052
Deck
Reinforced Concrete Decksq. ft.560194291750
Wearing Surfacessq. ft.484484000
Substructure
Reinforced Concrete Abutmentlinear ft.894333130
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.49230026