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PR 303 over PLANTINA CREEK

Map

Coordinates:
+18.02667, -67.07667
18°01'36" N, 67°04'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 303 over PLANTINA CREEK
Structure number:013901
Location:6 KM SOUTH EAST OF LAJAS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:32.5 ft. [9.9 m]
Total length:41.7 ft. [12.7 m]
Roadway width between curbs:43.6 ft. [13.3 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2000]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:84.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$12,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryFair170084.8
July 2016FairSatisfactorySatisfactoryFair170084.8
July 2015FairSatisfactorySatisfactoryFair170084.8
July 2014FairSatisfactorySatisfactoryFair170084.8
July 2013FairSatisfactorySatisfactorySatisfactory170096.0
August 2011FairSatisfactorySatisfactorySatisfactory340095.9
August 2009FairSatisfactorySatisfactorySatisfactory340095.9
December 2007FairSatisfactorySatisfactorySatisfactory340095.9
August 2005FairSatisfactorySatisfactorySatisfactory310088.4
October 2002FairSatisfactorySatisfactorySatisfactory300089.5
January 2000FairSatisfactorySatisfactorySatisfactory270089.7
September 1997FairSatisfactorySatisfactorySatisfactory270094.4
April 1996FairSatisfactorySatisfactorySatisfactory280073.4
December 1994FairSatisfactorySatisfactoryFair280060.9
April 1993PoorFairFairPoor260063.5
September 1991PoorFairFairPoor260061.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.141957390
Steel Pileeach60600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.82691030
Deck
Reinforced Concrete Slabsq. ft.1,9051,905000
Wearing Surfacessq. ft.1,00171002910