Share:

HWY CHURCH ST over WATER KEYUP BROOK

Map

Coordinates:
+42.60244, -72.39964
42°36'09" N, 72°23'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY CHURCH ST over WATER KEYUP BROOK
Structure number:E100110PWMUNNBI
Old structure number:0PWTWN216011100 (from 1992 edition)
Location:0.2 MI N OF ST 2
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:22.0 ft. [6.7 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:35°
Owner:Town or Township Highway Agency [03]
Year built:1940
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:905 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:38.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,468,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorPoorPoorSatisfactory90538.7
December 2016PoorPoorPoorSatisfactory30040.9
December 2014PoorPoorPoorSatisfactory30040.9
December 2012PoorPoorPoorSatisfactory30040.9
December 2010PoorPoorPoorSatisfactory30040.9
December 2008PoorPoorPoorSatisfactory30051.9
December 2006PoorPoorPoorSatisfactory30050.9
December 2004PoorPoorPoorSatisfactory30050.9
December 2002PoorPoorPoorSatisfactory30050.9
December 2000PoorPoorPoorSatisfactory38950.9
December 1998PoorPoorPoorSatisfactory50049.9
January 1997PoorPoorPoorSatisfactory50056.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.80621620
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5205200
Deck
Reinforced Concrete Slabsq. ft.8324531192600
Wearing Surfacessq. ft.637637000