Share:

PR 21 WESTBOUND over BUENA VISTA CREEK

Map

Coordinates:
+18.39165, -66.06654
18°23'30" N, 66°03'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 21 WESTBOUND over BUENA VISTA CREEK
Structure number:017642
Location:0.3 KM W INT PR 21 &
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:24.6 ft. [7.5 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:83.7 ft. [25.5 m]
Deck width edge-to-edge:93.5 ft. [28.5 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:46,800 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$390,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory4680094.8
September 2016FairSatisfactorySatisfactorySatisfactory4680090.7
August 2014FairSatisfactorySatisfactorySatisfactory4680090.7
August 2012FairSatisfactorySatisfactorySatisfactory4680090.2
September 2010FairSatisfactorySatisfactorySatisfactory4600090.7
September 2008FairSatisfactorySatisfactorySatisfactory4600093.7
September 2006FairSatisfactorySatisfactorySatisfactory2375094.8
April 2004FairSatisfactorySatisfactorySatisfactory2375094.8
April 2001FairSatisfactorySatisfactorySatisfactory2375094.8
March 1999FairSatisfactorySatisfactorySatisfactory2670094.7
June 1996FairSatisfactorySatisfactorySatisfactory3135092.9
July 1994FairSatisfactorySatisfactorySatisfactory3135095.6
August 1992FairSatisfactorySatisfactorySatisfactory2420096.2
December 1990FairSatisfactorySatisfactorySatisfactory3500093.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.2071911600
Reinforced Concrete Pier Caplinear ft.7979000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4949000
Deck
Reinforced Concrete Slabsq. ft.2,2822,17410800
Wearing Surfacessq. ft.2,2822,282000