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PR 149 over RALAT CREEK

Map

Coordinates:
+18.20836, -66.51498
18°12'30" N, 66°30'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 149 over RALAT CREEK
Structure number:003181
Location:17 KM NORTH OF VILLALBA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:20.7 ft. [6.3 m]
Total length:41.3 ft. [12.6 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:39.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$242,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory91739.6
January 2015FairSatisfactorySatisfactorySatisfactory40041.8
January 2013FairSatisfactorySatisfactorySatisfactory40039.0
January 2011FairSatisfactorySatisfactorySatisfactory40073.7
January 2009FairFairSatisfactorySatisfactory40072.7
May 2007FairFairSatisfactorySatisfactory40072.7
March 2005FairFairFairSatisfactory40051.5
November 2002FairFairFairSatisfactory40051.5
April 2000FairFairFairSatisfactory40051.5
April 1998FairFairFairSatisfactory30051.6
February 1996FairFairFairSatisfactory30054.6
November 1993FairFairFairSatisfactory30054.6
February 1992FairFairFairFair70055.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.33102300
Reinforced Concrete Abutmentlinear ft.1511153600
Reinforced Concrete Pile Cap/Footinglinear ft.6606600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1259910160
Deck
Reinforced Concrete Slabsq. ft.96984012900
Wearing Surfacessq. ft.969969000