Share:

HWY DANA AVE over WATER NEPONSET RIVER

Map

Coordinates:
+42.25187, -71.12291
42°15'07" N, 71°07'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY DANA AVE over WATER NEPONSET RIVER
Structure number:B16026387MUNNBI
Old structure number:387MUN896026100 (from 1992 edition)
Location:AT NEPONSET RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.9 ft. [13.7 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1908
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,700 [as of 2015]
Truck traffic:9% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:76.1 tons [69.2 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:82.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,737,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201582.6Fair-FairFair-8700
June 201382.4Fair-FairFair-9700
June 201182.4Fair-FairFair-9800
June 200982.4Fair-FairFair-9800
June 200782.3Fair-FairFair-10000
June 200582.3Fair-FairFair-10000
June 200382.2Fair-FairSatisfactory-10700
May 200182.5Fair-FairSatisfactory-9300
May 199982.5Fair-FairSatisfactory-9100
May 199782.4Fair-FairSatisfactory-9600
May 199585.5Fair-FairSatisfactory-3300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Archlinear ft.107153530
Substructure
Reinforced Concrete Pier Walllinear ft.6000600
Reinforced Concrete Abutmentlinear ft.107001070
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.254002540