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PR 2 over GRANDE DE AŅASCO RIVER

Map

Coordinates:
+18.26833, -67.16333
18°16'06" N, 67°09'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 over GRANDE DE AŅASCO RIVER
Structure number:018551
Location:500 MT OF INT PR2 & PR109
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:106.6 ft. [32.5 m]
Total length:532.8 ft. [162.4 m]
Roadway width between curbs:58.4 ft. [17.8 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1988
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:5
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: 2031

Good/Fair/Poor Condition:Fair
Average daily traffic:4,014 [as of 6201]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Sufficiency rating:66.0
Estimated cost of work:$61,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2031Fair7 out of 10401466.0
March 2017FairN out of 104014666.0
March 2015FairN out of 105170066.0
February 2013FairN out of 105170066.0
February 2011FairN out of 105170077.0
March 2009FairN out of 105170077.0
May 2007FairN out of 105240077.0
September 2005FairN out of 105240077.0
October 2003FairN out of 105240077.0
September 2001FairN out of 105240077.0
August 1999FairN out of 104720077.0
August 1997FairN out of 102990078.0
May 1996GoodN out of 102870078.0
March 1994FairN out of 103170078.0
December 1990FairN out of 103189078.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,2624,259300
Deck
Reinforced Concrete Decksq. ft.32,85132,5281082150
Substructure
Reinforced Concrete Pier Walllinear ft.2402241600
Reinforced Concrete Abutmentlinear ft.2132001300
Reinforced Concrete Pier Caplinear ft.240233700
Joints
Compression Jointlinear ft.41330111200
Bearings
Elastomeric Bearingeach8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,5981,5554300