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PR 975 over CEIBA CREEK

Map

Coordinates:
+18.27167, -65.65167
18°16'18" N, 65°39'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 975 over CEIBA CREEK
Structure number:023101
Location:1 KM NW. OF CEIBA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:89.9 ft. [27.4 m]
Total length:96.8 ft. [29.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,500 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 condition. [5]
Sufficiency rating:61.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,817,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodFair950061.1
August 2016FairGoodGoodFair950058.1
August 2015FairGoodGoodFair950061.1
August 2013FairGoodGoodFair950061.1
September 2011FairGoodGoodFair950061.1
September 2009FairGoodGoodFair970060.9
February 2008FairGoodGoodFair970060.9
January 2006FairGoodGoodFair970058.7
February 2004GoodGoodGoodGood550074.7
April 2001GoodGoodGoodGood550074.7
June 1999GoodGoodGoodGood520074.9
March 1997GoodGoodGoodGood520076.9
January 1995GoodVery GoodVery GoodExcellent510075.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2601,260000
Deck
Reinforced Concrete Decksq. ft.8,2346,9421,29200
Substructure
Reinforced Concrete Abutmentlinear ft.2762601600
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Steel Pileeach11000
Joints
Compression Jointlinear ft.9809800
Bearings
Elastomeric Bearingeach2626000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.194194000