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PR 186 over GARCIA CREEK

Map

Coordinates:
+18.29163, -65.89385
18°17'30" N, 65°53'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 186 over GARCIA CREEK
Structure number:004391
Location:10 KM SOUTH OF CANOVANAS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans 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:4,480 [as of 2010]
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 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:74.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$71,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory448074.5
July 2016FairSatisfactorySatisfactorySatisfactory448074.5
June 2014FairSatisfactorySatisfactorySatisfactory460074.4
June 2012FairSatisfactorySatisfactorySatisfactory460074.4
June 2010FairSatisfactorySatisfactorySatisfactory460074.4
April 2008FairSatisfactorySatisfactorySatisfactory460074.4
June 2006FairSatisfactorySatisfactorySatisfactory460049.2
June 2004FairSatisfactorySatisfactorySatisfactory460049.2
March 2001FairSatisfactorySatisfactorySatisfactory450049.3
July 1999FairSatisfactorySatisfactorySatisfactory250047.4
June 1997FairSatisfactorySatisfactorySatisfactory250051.8
July 1995FairSatisfactorySatisfactorySatisfactory200052.4
May 1993FairSatisfactorySatisfactorySatisfactory190041.0
August 1991FairSatisfactorySatisfactorySatisfactory190061.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.10598700
Reinforced Concrete Pier Caplinear ft.2626000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.92720200
Deck
Reinforced Concrete Slabsq. ft.1,2161,216000
Wearing Surfacessq. ft.1,2161,216000