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PR 149 over CINTRON CREEK

Map

Coordinates:
+18.21373, -66.51523
18°12'49" N, 66°30'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 149 over CINTRON CREEK
Structure number:003191
Location:11 KM NORTH OF VILLALBA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.7 ft. [6.6 m]
Total length:63.3 ft. [19.3 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1927
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
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:917 [as of 2007]
Truck traffic:2% 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:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:27.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$226,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairSatisfactory91727.0
January 2015FairFairFairSatisfactory20031.3
January 2013FairFairFairSatisfactory20028.9
January 2011FairFairFairSatisfactory40066.6
January 2009FairFairSatisfactorySatisfactory40076.7
May 2007FairFairSatisfactorySatisfactory40076.7
March 2005FairFairSatisfactorySatisfactory40066.5
November 2002FairFairSatisfactorySatisfactory40062.4
April 2000FairSatisfactoryFairSatisfactory40052.3
April 1998FairSatisfactoryFairSatisfactory30052.5
February 1996FairSatisfactorySatisfactorySatisfactory30067.6
November 1993FairSatisfactorySatisfactorySatisfactory70067.1
February 1992FairSatisfactorySatisfactoryFair70056.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.3929730
Reinforced Concrete Abutmentlinear ft.125118700
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108980100
Deck
Reinforced Concrete Slabsq. ft.1,2701,2480220
Wearing Surfacessq. ft.1,27094732300