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PR 109 over CORCOVADA CREEK

Map

Coordinates:
+18.27990, -67.06234
18°16'48" N, 67°03'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 109 over CORCOVADA CREEK
Structure number:002261
Location:12 KM EAST OF A%ASCO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.7 ft. [6.0 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1941
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,300 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactorySatisfactorySatisfactory330057.1
December 2016FairSatisfactorySatisfactorySatisfactory330057.1
December 2014FairSatisfactorySatisfactorySatisfactory330057.1
November 2012FairSatisfactorySatisfactorySatisfactory330051.8
December 2010FairSatisfactorySatisfactorySatisfactory330075.2
November 2008FairSatisfactorySatisfactorySatisfactory330075.2
May 2007FairSatisfactorySatisfactorySatisfactory330075.2
May 2005FairSatisfactorySatisfactorySatisfactory300050.9
September 2001FairSatisfactorySatisfactorySatisfactory290051.0
August 1999FairSatisfactorySatisfactorySatisfactory280051.1
May 1997FairSatisfactorySatisfactorySatisfactory270050.2
November 1995FairSatisfactorySatisfactorySatisfactory280049.9
May 1993FairFairFairFair260040.9
September 1991FairFairFairFair260040.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.7272000
Reinforced Concrete Pier Caplinear ft.2320300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.59461300
Deck
Reinforced Concrete Slabsq. ft.1,09896912900
Wearing Surfacessq. ft.947094700