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PR 109 over CERRO GORDO CREEK

Map

Coordinates:
+18.28416, -67.06896
18°17'03" N, 67°04'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 109 over CERRO GORDO CREEK
Structure number:002241
Location:8.1 KM EAST OF A¥ASC
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:45.6 ft. [13.9 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:19.7 ft. [6.0 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:4
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: January 2021

Good/Fair/Poor Condition:Fair
Average daily traffic:330 [as of 200]
Superstructure condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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:124.0
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 10330124.0
December 2018FairN out of 10330012.4
December 2016FairN out of 10330012.4
December 2014FairN out of 10330013.5
November 2012FairN out of 1033009.2
December 2010FairN out of 10330012.4
November 2008FairN out of 101320011.3
June 2007FairN out of 10330059.9
September 2005FairN out of 10300037.6
October 2003PoorN out of 10290035.4
September 2001PoorN out of 10290035.4
August 1999FairN out of 10280038.0
May 1997FairN out of 10270042.7
November 1995FairN out of 10280042.3
May 1993FairN out of 10260042.6
September 1991FairN out of 10260042.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6764141571050
Steel Protective Coatingsq. ft.9,7208,6976144090
Deck
Reinforced Concrete Decksq. ft.3,9503,4762372370
Wearing Surfacessq. ft.3,3373,03630100
Substructure
Reinforced Concrete Pier Walllinear ft.72522000
Reinforced Concrete Abutmentlinear ft.1481123600
Joints
Compression Jointlinear ft.102633900
Bearings
Movable Bearingeach1601600
Fixed Bearingeach1601600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.33827352130