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HWY SUMMER ST over WATER RESERVE CHANNEL

Map

Coordinates:
+42.34248, -71.03629
42°20'33" N, 71°02'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY SUMMER ST over WATER RESERVE CHANNEL
Structure number:B1603438BMUNNBI
Location:1. 6 KM SE OF FT PT CHAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:54.8 ft. [16.7 m]
Total length:932.1 ft. [284.1 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1892
Year reconstructed:2003
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:17
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:28,000 [as of 2016]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$11,755,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodGoodGood2800091.3
May 2014GoodGoodGoodGood2290091.8
May 2012FairGoodGoodSatisfactory3540090.6
May 2010GoodGoodGoodGood3540090.6
May 2008GoodGoodGoodGood3540090.6
April 2006GoodGoodGoodGood1610092.4
April 2004GoodGoodGoodGood2250091.8
April 2002----273602.0
June 2000PoorFairPoorCritical273604.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.16,30016,2881200
Deck
Prestressed Concrete Top Flangesq. ft.54,47154,471000
Wearing Surfacessq. ft.50,83050,66017000
Substructure
Reinforced Concrete Columneach108102420
Masonry Abutmentlinear ft.194097970
Reinforced Concrete Pier Caplinear ft.1,4871,38710000
Joints
Compression Jointlinear ft.2241844000
Bearings
Elastomeric Bearingeach616616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,9041,904000
Steel Protective Coatingsq. ft.2,9854452,54000
Deck
Reinforced Concrete Slabsq. ft.2,4252,425000
Wearing Surfacessq. ft.2,2602,2303000