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PR 109 over HUMATA RIVER

Map

Coordinates:
+18.28675, -67.10641
18°17'12" N, 67°06'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 109 over HUMATA RIVER
Structure number:002211
Location:3.6 KM EAST OF A¥ASC
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:33.8 ft. [10.3 m]
Total length:100.4 ft. [30.6 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1927
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: 2021

Good/Fair/Poor Condition:Fair
Average daily traffic:250 [as of 200]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:464.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$300,057,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2021Fair5 out of 10250464.0
December 2018FairN out of 10250046.4
December 2016FairN out of 10250046.4
December 2014FairN out of 10250055.0
November 2012FairN out of 10250049.7
December 2010FairN out of 10250054.2
November 2008FairN out of 10250054.2
May 2007FairN out of 10230060.7
September 2005FairN out of 10230022.8
October 2003FairN out of 10230022.8
September 2001FairN out of 10230022.8
May 2000FairN out of 10660016.5
July 1998FairN out of 10560016.5
May 1996FairN out of 10560027.4
March 1994FairN out of 10550027.8
February 1991FairN out of 10124024.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.60440420000
Steel Protective Coatingsq. ft.3,0032,2285811940
Deck
Prestressed Concrete Decksq. ft.2,3251,6904092260
Wearing Surfacessq. ft.1,9161,78712900
Substructure
Reinforced Concrete Pier Walllinear ft.46331300
Reinforced Concrete Abutmentlinear ft.1251052000
Reinforced Concrete Pile Cap/Footinglinear ft.5245700
Reinforced Concrete Pier Caplinear ft.49361300
Joints
Compression Jointlinear ft.3903900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2039110570