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PR 155 over EL CHORRO CREEK

Map

Coordinates:
+18.17833, -66.40333
18°10'42" N, 66°24'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 155 over EL CHORRO CREEK
Structure number:003311
Location:6.4 KM SOUTH OF OROCOVIS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:65.6 ft. [20.0 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1940
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: April 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,400 [as of 2007]
Truck traffic:5% 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: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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:55.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$492,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory140055.1
March 2015FairSatisfactorySatisfactorySatisfactory110056.2
March 2013FairSatisfactorySatisfactorySatisfactory110052.4
March 2011FairSatisfactorySatisfactorySatisfactory110077.1
March 2009FairSatisfactorySatisfactorySatisfactory110077.1
May 2007FairSatisfactorySatisfactorySatisfactory110077.1
March 2005FairSatisfactorySatisfactorySatisfactory110053.5
February 2002FairSatisfactorySatisfactorySatisfactory120053.3
December 1999FairSatisfactorySatisfactorySatisfactory120053.3
September 1997FairSatisfactorySatisfactorySatisfactory120053.3
February 1996FairSatisfactorySatisfactorySatisfactory120053.4
June 1993FairSatisfactorySatisfactorySatisfactory120053.4
November 1991FairSatisfactorySatisfactorySatisfactory120053.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.4643300
Reinforced Concrete Pile Cap/Footinglinear ft.1313000
Reinforced Concrete Pier Caplinear ft.4643300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9285700
Deck
Reinforced Concrete Slabsq. ft.1,5071,4426500
Wearing Surfacessq. ft.1,2921,292000