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PR 191 over DEPRESSION

Map

Coordinates:
+18.34167, -65.76833
18°20'30" N, 65°46'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 191 over DEPRESSION
Structure number:004601
Location:7 KM S W OF LUQUILLO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:8.9 ft. [2.7 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1939
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: June 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,000 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:36.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$135,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorPoorPoorSatisfactory100036.5
May 2016PoorPoorPoorSatisfactory100036.5
May 2015PoorPoorPoorSatisfactory100036.5
May 2014PoorPoorPoorSatisfactory100036.5
May 2012PoorPoorPoorSatisfactory100032.1
June 2010PoorPoorPoorSatisfactory100055.7
May 2008PoorFairPoorSatisfactory100057.7
June 2006FairFairFairSatisfactory100049.2
November 2004FairFairFairSatisfactory100049.2
December 2002FairFairFairSatisfactory100049.2
October 2000FairFairFairSatisfactory60055.7
May 1998FairFairFairSatisfactory60057.7
April 1996FairFairFairSatisfactory330036.8
March 1994FairFairFairSatisfactory310037.4
December 1990FairSatisfactorySatisfactorySatisfactory44076.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.33201300
Reinforced Concrete Abutmentlinear ft.89791000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4643030
Deck
Reinforced Concrete Slabsq. ft.59250632540
Wearing Surfacessq. ft.592592000