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PR 114 over GUANAJIBO RIVER

Map

Coordinates:
+18.10833, -67.11667
18°06'30" N, 67°07'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 114 over GUANAJIBO RIVER
Structure number:019451
Location:1.2 KM S OF HORMIGUEROS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1990
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:2
Main spans material:Concrete [1]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:10,300 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:62.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$647,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorGoodGoodPoor1030062.0
April 2015FairGoodGoodFair1030078.9
March 2013FairGoodGoodFair1030078.9
March 2011FairSatisfactoryGoodSatisfactory1030090.4
March 2009FairSatisfactoryGoodGood1030090.4
June 2007FairSatisfactoryGoodGood1030090.4
September 2005GoodGoodGoodGood230093.4
September 2003GoodGoodGoodGood230093.4
November 2001GoodGoodGoodGood230093.4
August 1999GoodGoodGoodGood230093.4
September 1997GoodGoodGoodGood220093.4
April 1996GoodGoodGoodGood230093.4
March 1994GoodGoodGoodGood230098.5
March 1991GoodVery GoodVery GoodVery Good360098.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.755755000
Deck
Reinforced Concrete Top Flangesq. ft.2,8522,852000
Wearing Surfacessq. ft.2,8522,852000
Substructure
Reinforced Concrete Pier Walllinear ft.2626000
Reinforced Concrete Abutmentlinear ft.8585000
Reinforced Concrete Pile Cap/Footinglinear ft.8585000
Steel Pileeach22000
Reinforced Concrete Pier Caplinear ft.4343000
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.233230300