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PR 109 over UNNAMED WATERWAY

Map

Coordinates:
+18.28318, -67.06357
18°16'59" N, 67°03'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 109 over UNNAMED WATERWAY
Structure number:002251
Location:8.7 KM EAST OF A¥ASC
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:16.7 ft. [5.1 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: January 2021

Good/Fair/Poor Condition:Fair
Average daily traffic:330 [as of 200]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Sufficiency rating:65.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2021Fair5 out of 1033065.0
December 2018FairN out of 10330065.0
December 2016FairN out of 10330065.0
December 2014FairN out of 10330065.4
November 2012FairN out of 10330061.3
December 2010FairN out of 10330071.5
November 2008FairN out of 10330071.5
June 2007FairN out of 10330071.5
September 2005FairN out of 10300047.1
October 2003FairN out of 10560046.9
September 2001FairN out of 10290049.1
August 1999FairN out of 10280051.7
May 1997FairN out of 10270050.7
November 1995FairN out of 10280050.4
May 1993FairN out of 10260049.0
September 1991FairN out of 10260049.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.1151051000
Reinforced Concrete Pile Cap/Footinglinear ft.2002000
Reinforced Concrete Pier Caplinear ft.4949000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.121585607
Deck
Reinforced Concrete Slabsq. ft.1,2491,249000
Wearing Surfacessq. ft.1,2161,02219400