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HWY COMM AV OFRP over WATER MUDDY RIVER

Map 

Coordinates:
+42.34694, -71.09306
42°20'49" N, 71°05'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY COMM AV OFRP over WATER MUDDY RIVER
Structure number:B163654FDDOTNBI
Location:.2 MI S OF ST RTE 2A
Purpose:Carries highway overpass over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:69.9 ft. [21.3 m]
Total length:286.1 ft. [87.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:8,208 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 condition. [5]
Operating rating:39.2 tons [35.6 metric tons]
Inventory rating:25.2 tons [22.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:40.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$10,670,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201540.5Structurally deficientPoorFairPoor8208
June 201340.5Structurally deficientPoorFairPoor6500
June 201140.5Structurally deficientPoorFairPoor27000
June 200956.5Structurally deficientPoorFairFair27000