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HWY BWKR SB ONRP over WATER MUDDY RIVER

Map 

Coordinates:
+42.35000, -71.09250
42°21'00" N, 71°05'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY BWKR SB ONRP over WATER MUDDY RIVER
Structure number:B163654FGDOTNBI
Location:.2 MI S OF ST RTE 2A
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:69.9 ft. [21.3 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Posted for other load-capacity restriction [R]
Average daily traffic:13,600 [as of 2014]
Deck condition:Poor [4 out of 9]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:53.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,752,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201553.5Structurally deficientPoorFairFair13600
July 201353.5Structurally deficientPoorFairFair13600
July 201153.5Structurally deficientPoorFairFair20500
July 200953.5Structurally deficientPoorFairFair20500