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HWY SUMMER ST over WATER RESERVE CHANNEL

Map

Coordinates:
+42.34365, -71.03809
42°20'37" N, 71°02'17" 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:5.9 ft. [1.8 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]
Operating rating:61.3 tons [55.7 metric tons]
Inventory rating:36.7 tons [33.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201691.3GoodGoodGoodGood-28000
May 201491.8GoodGoodGoodGood-22900
May 201290.6FairGoodGoodSatisfactory-35400
May 201090.6GoodGoodGoodGood-35400
May 200890.6GoodGoodGoodGood-35400
April 200692.4GoodGoodGoodGood-16100
April 200491.8GoodGoodGoodGood-22500
April 20022.0----SD27360
June 20004.0PoorFairPoorCriticalSD27360

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.14,33614,336000
Deck
Reinforced Concrete Decksq. ft.66,17265,47369900
Wearing Surfacessq. ft.52,19252,192000
Substructure
Reinforced Concrete Columneach10498600
Masonry Abutmentlinear ft.194097970
Reinforced Concrete Pier Caplinear ft.1,4861,486000
Joints
Compression Jointlinear ft.2241844000
Bearings
Elastomeric Bearingeach5425063600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,9041,904000
Steel Protective Coatingsq. ft.999999000
Deck
Reinforced Concrete Slabsq. ft.1,7361,736000
Wearing Surfacessq. ft.1,7361,736000