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PR 176 over CHORROS CREEK

Map

Coordinates:
+18.32833, -66.04500
18°19'42" N, 66°02'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 176 over CHORROS CREEK
Structure number:003971
Location:1.2 KM NORTH INT PR 843
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:23.0 ft. [7.0 m]
Total length:64.3 ft. [19.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
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: May 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:4,268 [as of 2009]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:31.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$212,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorSatisfactorySatisfactoryPoor426831.1
May 2017PoorSatisfactorySatisfactoryPoor426832.5
April 2016PoorSatisfactorySatisfactoryPoor426832.5
March 2015PoorSatisfactorySatisfactoryPoor923927.4
February 2014PoorSatisfactorySatisfactoryPoor426832.5
March 2012PoorSatisfactorySatisfactoryPoor170033.8
April 2010FairSatisfactorySatisfactoryFair170065.0
June 2008FairSatisfactorySatisfactoryFair170065.0
November 2006FairSatisfactorySatisfactoryFair170043.4
September 2004FairSatisfactorySatisfactoryFair170043.4
January 2002FairSatisfactorySatisfactoryFair170043.4
November 1999FairSatisfactorySatisfactorySatisfactory160051.3
August 1997FairSatisfactorySatisfactorySatisfactory140051.6
February 1996PoorSatisfactorySatisfactoryPoor90027.2
July 1993FairSatisfactorySatisfactoryFair110041.3
November 1991FairFairFairFair110038.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach43100
Reinforced Concrete Abutmentlinear ft.49361300
Reinforced Concrete Pier Caplinear ft.5252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.85652000
Deck
Reinforced Concrete Slabsq. ft.1,5611,35620500
Wearing Surfacessq. ft.1,2921,05523700