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AMERICO MIRANDA over BUENA VISTA CREEK

Map

Coordinates:
+18.40500, -66.06667
18°24'18" N, 66°04'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AMERICO MIRANDA over BUENA VISTA CREEK
Structure number:021031
Location:VILLA NEVAREZ, SAN JUAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:33.5 ft. [10.2 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2005]
Truck traffic:4% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:75.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$476,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory1940075.7
July 2016FairSatisfactorySatisfactorySatisfactory1940075.7
July 2014FairSatisfactorySatisfactorySatisfactory1940075.7
July 2012FairSatisfactorySatisfactorySatisfactory1940075.7
August 2010FairSatisfactorySatisfactorySatisfactory1940075.7
April 2008FairSatisfactorySatisfactorySatisfactory1940075.7
March 2006FairSatisfactorySatisfactorySatisfactory1940075.7
February 2006FairSatisfactorySatisfactorySatisfactory1940075.7
August 2002FairSatisfactorySatisfactorySatisfactory1940075.7
September 2000FairSatisfactorySatisfactorySatisfactory2050075.5
August 1998FairSatisfactorySatisfactorySatisfactory1940075.7
May 1996FairSatisfactorySatisfactorySatisfactory1810075.8
June 1994FairSatisfactorySatisfactorySatisfactory1640068.7
July 1992FairSatisfactorySatisfactorySatisfactory1640068.7
December 1990FairSatisfactorySatisfactorySatisfactory2000068.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1185352130
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.75452370
Deck
Reinforced Concrete Slabsq. ft.1,9706991,1631080
Wearing Surfacessq. ft.1,3135703773660