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PR 30 WESTBOUND over VALENCIANO RIVER L ROAD

Map

Coordinates:
+18.22917, -65.91833
18°13'45" N, 65°55'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 30 WESTBOUND over VALENCIANO RIVER L ROAD
Structure number:011022
Location:0.3 KM NW INT PR30 &
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:76.4 ft. [23.3 m]
Total length:362.9 ft. [110.6 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1971
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:5
Main spans material:Steel continuous [4]
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:72,500 [as of 2005]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:88.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$274,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairSatisfactorySatisfactory7250088.3
November 2016FairFairSatisfactorySatisfactory7250088.3
October 2014FairFairSatisfactorySatisfactory7250088.3
September 2012FairFairSatisfactorySatisfactory7250088.3
October 2010FairFairSatisfactorySatisfactory3835090.1
October 2008FairFairSatisfactorySatisfactory3530090.2
December 2006FairFairSatisfactorySatisfactory3530089.1
July 2004FairFairSatisfactorySatisfactory3530089.1
July 2001FairFairSatisfactorySatisfactory2960089.4
July 1999FairFairSatisfactorySatisfactory3330088.4
March 1997FairFairSatisfactorySatisfactory2745090.6
January 1995FairSatisfactorySatisfactoryGood2540091.0
January 1993FairSatisfactoryFairSatisfactory2205080.0
August 1991FairFairSatisfactorySatisfactory1435090.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,8141,7328200
Steel Protective Coatingsq. ft.15,24214,251474388129
Deck
Reinforced Concrete Decksq. ft.13,3801,77710,65693611
Substructure
Reinforced Concrete Pier Walllinear ft.1641313300
Reinforced Concrete Abutmentlinear ft.1611481300
Joints
Compression Jointlinear ft.75032430
Bearings
Movable Bearingeach106400
Fixed Bearingeach2010820
Bridge Rail
Other Material Bridge Raillinear ft.7286567200