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PR 360 over GUANAJIBO RIVER

Map

Coordinates:
+18.08833, -67.04167
18°05'18" N, 67°02'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 360 over GUANAJIBO RIVER
Structure number:016091
Location:0.5 KM NORTH SAN GERMAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:91.9 ft. [28.0 m]
Total length:384.2 ft. [117.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1978
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:4
Main spans material:Prestressed concrete [5]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,300 [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:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:68.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,254,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairSatisfactorySatisfactory930068.2
April 2015FairFairSatisfactorySatisfactory930068.2
March 2013FairFairSatisfactorySatisfactory930078.3
March 2011FairSatisfactorySatisfactorySatisfactory930079.3
March 2009FairSatisfactorySatisfactorySatisfactory930079.3
March 2007FairFairSatisfactorySatisfactory910078.3
March 2005FairFairSatisfactoryGood850078.4
November 2002FairFairSatisfactoryGood850078.4
October 2000FairFairSatisfactoryGood850078.4
January 1998FairFairSatisfactoryGood680078.7
April 1996FairFairSatisfactoryGood680075.8
June 1994FairFairSatisfactorySatisfactory710074.8
August 1992FairFairSatisfactorySatisfactory710074.8
February 1991FairFairSatisfactorySatisfactory1236076.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,0743,067700
Deck
Reinforced Concrete Decksq. ft.11,9910011,9910
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.62491300
Reinforced Concrete Pile Cap/Footinglinear ft.1313000
Reinforced Concrete Pier Caplinear ft.89791000
Joints
Compression Jointlinear ft.157008572
Bearings
Elastomeric Bearingeach40241600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.768761700
Reinforced Concrete Bridge Raillinear ft.7687581000