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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Poor
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201553.5PoorPoorFairFairSD13600
July 201353.5PoorPoorFairFairSD13600
July 201153.5PoorPoorFairFairSD20500
July 200953.5PoorPoorFairFairSD20500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,0751,0155505
Steel Protective Coatingsq. ft.9,6771,2608,41700
Deck
Reinforced Concrete Decksq. ft.6,9583,1333,4783470
Wearing Surfacessq. ft.5,7732,8872,88600
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Pier Walllinear ft.56280280
Reinforced Concrete Abutmentlinear ft.3628800
Reinforced Concrete Pier Caplinear ft.24121200
Joints
Other Jointlinear ft.104078026
Bearings
Movable Bearingeach99000
Steel Protective Coatingsq. ft.72561600
Fixed Bearingeach99000
Steel Protective Coatingsq. ft.72561600
Bridge Rail
Other Material Bridge Raillinear ft.444000444