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HWY DANA AVE over WATER NEPONSET RIVER

Map 

Coordinates:
+42.25187, -71.12291
42°15'07" N, 71°07'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201582.6Not deficient-FairFair8700
June 201382.4Not deficient-FairFair9700
June 201182.4Not deficient-FairFair9800
June 200982.4Not deficient-FairFair9800
June 200782.3Not deficient-FairFair10000
June 200582.3Not deficient-FairFair10000
June 200382.2Not deficient-FairSatisfactory10700
May 200182.5Not deficient-FairSatisfactory9300
May 199982.5Not deficient-FairSatisfactory9100
May 199782.4Not deficient-FairSatisfactory9600
May 199585.5Not deficient-FairSatisfactory3300