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PR 2 over LOCO RIVER

Map

Coordinates:
+18.01333, -66.88167
18°00'48" N, 66°52'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 over LOCO RIVER
Structure number:014101
Location:4 KM SOUTH WEST OF YAUCO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:100.1 ft. [30.5 m]
Total length:314.6 ft. [95.9 m]
Roadway width between curbs:88.9 ft. [27.1 m]
Deck width edge-to-edge:93.8 ft. [28.6 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,819 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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:96.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,425,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairGoodSatisfactory2681996.7
April 2015FairFairGoodSatisfactory2830096.6
April 2013FairFairGoodSatisfactory2830096.6
May 2011FairFairGoodSatisfactory2830096.6
May 2009FairFairGoodSatisfactory2830096.6
December 2007FairFairGoodSatisfactory2830096.6
January 2006FairSatisfactoryGoodSatisfactory2400096.9
December 2005FairSatisfactorySatisfactorySatisfactory2400096.9
March 2003FairSatisfactoryGoodSatisfactory2400096.9
October 2000FairFairGoodSatisfactory2400095.9
February 1998FairFairGoodSatisfactory1940096.1
March 1996GoodGoodGoodGood2360095.8
January 1994FairFairGoodGood2030095.5
March 1992FairFairGoodSatisfactory1810095.6