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PR 149 over DOÑA JUANA CREEK

Map

Coordinates:
+18.18282, -66.51211
18°10'58" N, 66°30'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 149 over DOÑA JUANA CREEK
Structure number:003151
Location:8 KM NORTH OF VILLALBA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.3 ft. [7.4 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1923
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:686 [as of 2008]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:29.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$213,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairSatisfactory68629.3
January 2015FairFairFairSatisfactory80028.8
January 2013FairFairSatisfactorySatisfactory80038.3
January 2011FairFairSatisfactorySatisfactory80072.1
2011Fair-FairFair68293.0
January 2009FairSatisfactorySatisfactorySatisfactory80073.1
May 2007FairSatisfactorySatisfactorySatisfactory80073.1
March 2005FairSatisfactorySatisfactorySatisfactory80062.8
November 2002FairSatisfactorySatisfactorySatisfactory80062.8
April 2000FairSatisfactorySatisfactorySatisfactory70064.2
April 1998FairSatisfactorySatisfactorySatisfactory70062.9
February 1996FairSatisfactorySatisfactorySatisfactory70068.4
November 1993FairFairFairFair70054.7
February 1992FairFairFairFair70054.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.2602600
Reinforced Concrete Abutmentlinear ft.118982000
Reinforced Concrete Pile Cap/Footinglinear ft.79136600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.85691600
Deck
Reinforced Concrete Slabsq. ft.76454921500
Wearing Surfacessq. ft.764764000