Share:

PR 873 over FRAILES CREEK

Map

Coordinates:
+18.35167, -66.09500
18°21'06" N, 66°05'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 873 over FRAILES CREEK
Structure number:000041
Location:2.4 KM EAST OF GUAYNABO
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:32.2 ft. [9.8 m]
Total length:396.0 ft. [120.7 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:State Highway Agency [01]
Year built:1855
Year reconstructed:1930
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:8
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: May 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:6,100 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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:Equal to present desirable criteria [8]
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:48.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$342,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorFairPoorPoor610048.9
May 2017PoorPoorPoorPoor610047.9
May 2016PoorPoorPoorPoor610047.9
May 2015PoorPoorPoorPoor610048.0
May 2014PoorPoorPoorPoor610048.0
May 2012PoorPoorFairPoor610048.9
May 2010PoorPoorFairPoor610047.9
February 2007PoorPoorFairPoor500047.9
February 2005PoorPoorFairPoor500029.8
January 2001PoorPoorFairPoor500029.8
January 1998PoorPoorFairPoor260029.8
October 1996PoorPoorSatisfactoryPoor260029.8
October 1994PoorPoorPoorPoor250027.8
October 1992PoorPoorPoorPoor236828.8
February 1991PoorPoorPoorPoor236828.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,37202,0183540
Steel Protective Coatingsq. ft.7,78206,6191,1630
Deck
Reinforced Concrete Decksq. ft.9,06307,0721,9910
Superstructure
Masonry Archlinear ft.25601481080
Substructure
Masonry Pier Walllinear ft.21085105200
Masonry Abutmentlinear ft.26999131390
Reinforced Concrete Pier Caplinear ft.2621837270
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.79114142719726