Share:

SHANTZ ROAD over CARPENTER BROOK

Map

Coordinates:
+43.08537, -76.42878
43°05'07" N, 76°25'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHANTZ ROAD over CARPENTER BROOK
Structure number:000000002208000
Location:2 MI SE CROSS LAKE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:21°
Owner:Town or Township Highway Agency [03]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:87 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:46.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$310,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorFairPoorFair8746.2
July 2016PoorFairPoorFair8846.2
June 2015PoorFairPoorFair19527.4
June 2014PoorFairPoorFair19527.4
June 2012FairFairFairFair20063.0
June 2010FairFairFairFair19570.8
June 2008FairFairFairFair9482.3
June 2006FairFairFairSatisfactory8663.7
May 2004FairFairSatisfactorySatisfactory8689.1
April 2002FairFairSatisfactorySatisfactory8693.8
April 2000FairFairSatisfactorySatisfactory8693.8
April 1998FairSatisfactorySatisfactoryFair7883.8
May 1996PoorFairFairPoor5061.5
June 1994PoorFairFairPoor5059.5
June 1992PoorFairFairPoor5060.7
July 1990PoorFairFairPoor5060.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1750100750
Steel Protective Coatingsq. ft.8585800800
Deck
Reinforced Concrete Decksq. ft.648006480
Wearing Surfacessq. ft.459459000
Substructure
Reinforced Concrete Abutmentlinear ft.5404680
Reinforced Concrete Pile Cap/Footinglinear ft.9200920
Bearings
Movable Bearingeach70250
Steel Protective Coatingsq. ft.1404010
Fixed Bearingeach70250
Steel Protective Coatingsq. ft.1440100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5405400