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PR 183 over GRANDE DE LOIZA RIVER

Map

Coordinates:
+18.18333, -65.96500
18°10'60" N, 65°57'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 183 over GRANDE DE LOIZA RIVER
Structure number:010811
Location:0.7 KM SOUTH SAN LORENZO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:85.3 ft. [26.0 m]
Total length:265.8 ft. [81.0 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,400 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,189,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodSatisfactorySatisfactory1040095.0
February 2016FairGoodSatisfactorySatisfactory2769593.4
February 2014FairGoodSatisfactorySatisfactory2769593.4
February 2012FairGoodSatisfactorySatisfactory2769593.4
March 2010FairGoodSatisfactorySatisfactory900095.2
April 2008FairSatisfactoryFairSatisfactory900085.0
February 2006FairFairFairSatisfactory880083.0
July 2001FairFairFairSatisfactory880083.0
November 1999FairFairFairSatisfactory920083.0
December 1997FairSatisfactorySatisfactorySatisfactory1400094.7
May 1996FairSatisfactorySatisfactorySatisfactory1310094.8
May 1994FairSatisfactoryFairSatisfactory1260083.9
May 1992FairFairFairSatisfactory1170083.0
June 1990FairFairFairSatisfactory1165083.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1261,559541260
Steel Protective Coatingsq. ft.19,946018,93495854
Deck
Reinforced Concrete Decksq. ft.12,29212,18410800
Wearing Surfacessq. ft.10,2049,95624800
Substructure
Reinforced Concrete Pier Walllinear ft.98782000
Reinforced Concrete Abutmentlinear ft.1711581300
Reinforced Concrete Pier Caplinear ft.138131700
Joints
Compression Jointlinear ft.174017400
Bearings
Movable Bearingeach2461260
Fixed Bearingeach1801260
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.476476000
Reinforced Concrete Bridge Raillinear ft.5315082300