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ST 68 TIMPANY BLVD over WATER MILL BROOK

Map

Coordinates:
+42.55614, -71.99289
42°33'22" N, 71°59'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST 68 TIMPANY BLVD over WATER MILL BROOK
Structure number:G010411BMMUNNBI
Old structure number:1BMMUN317041101 (from 1992 edition)
Location:.3 MI.STH OF ST.2A
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,960 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$697,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairGood2496083.3
June 2016FairSatisfactorySatisfactoryGood2496095.7
June 2014FairSatisfactorySatisfactoryGood2496095.7
June 2012GoodGoodGoodGood2496095.7
June 2010GoodGoodGoodGood2496095.7
June 2008GoodGoodGoodGood2496095.7
June 2006GoodGoodGoodGood2496095.7
June 2004GoodGoodGoodGood2496095.7
June 2002GoodGoodGoodGood550099.5
June 2000GoodGoodGoodGood550099.5
June 1998GoodGoodGoodGood542599.5
June 1996GoodGoodGoodVery Good542599.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3502757500
Deck
Prestressed Concrete Top Flangesq. ft.1,2121,212000
Wearing Surfacessq. ft.1,10099775280
Substructure
Reinforced Concrete Abutmentlinear ft.194194000
Bridge Rail
Other Material Bridge Raillinear ft.3737000