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PR 919 over SANTA CREEK

Map

Coordinates:
+18.21409, -65.92620
18°12'51" N, 65°55'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 919 over SANTA CREEK
Structure number:005671
Location:1 KM SOUTH OF JUNCOS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:37.4 ft. [11.4 m]
Total length:110.2 ft. [33.6 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,406 [as of 2005]
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: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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:44.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$624,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairSatisfactory240644.3
March 2015FairFairFairSatisfactory240644.3
March 2013FairFairFairSatisfactory240644.3
March 2011FairSatisfactorySatisfactorySatisfactory240676.5
March 2009FairVery GoodSatisfactorySatisfactory230073.6
September 2006FairFairFairSatisfactory230070.4
June 2004FairFairFairSatisfactory230051.2
March 2001FairFairFairSatisfactory210051.2
February 1999FairFairFairSatisfactory210051.2
June 1996FairFairFairSatisfactory330050.9
April 1994FairFairSatisfactoryFair100050.5
May 1990PoorFairPoorFair106038.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Pier Walllinear ft.82691030
Reinforced Concrete Abutmentlinear ft.7265700
Reinforced Concrete Pier Caplinear ft.3333000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.223223000
Deck
Reinforced Concrete Slabsq. ft.3,8973,77854650
Wearing Surfacessq. ft.3,5523,552000