Share:

PR 951 over GALLARDO CHANNEL

Map

Coordinates:
+18.42166, -65.89033
18°25'18" N, 65°53'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 951 over GALLARDO CHANNEL
Structure number:004441
Location:1.1 KM SOUTH OF LOIZA
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.4 ft. [4.4 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:1,400 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:11.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$383,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorPoorPoorFair140011.8
August 2017PoorPoorPoorFair140011.8
July 2016PoorPoorPoorFair46495.3
July 2015PoorPoorPoorFair87005.3
June 2014PoorPoorPoorFair87005.3
June 2013PoorPoorPoorFair87005.3
June 2012PoorPoorPoorFair87002.0
July 2010PoorPoorPoorFair1020039.4
May 2008PoorPoorPoorFair950040.1
June 2006PoorPoorPoorFair950010.8
November 2004PoorPoorPoorFair950010.8
February 2002PoorPoorPoorFair950010.8
October 1999PoorPoorPoorFair160021.1
September 1997PoorPoorPoorFair170020.8
July 1996PoorPoorPoorPoor150021.4
August 1994PoorPoorPoorPoor150021.4
May 1992PoorPoorPoorPoor140021.6
July 1990PoorPoorPoorFair8004.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.39132600
Reinforced Concrete Abutmentlinear ft.59332600
Reinforced Concrete Pile Cap/Footinglinear ft.2002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.66330033
Deck
Reinforced Concrete Slabsq. ft.63536602690
Wearing Surfacessq. ft.581581000