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HWY HYDE PARK AV over WATER MOTHER BROOK

Map

Coordinates:
+42.25128, -71.12565
42°15'05" N, 71°07'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY HYDE PARK AV over WATER MOTHER BROOK
Structure number:B1603538CMUNNBI
Old structure number:38CMUN896035100 (from 1992 edition)
Location:.48 KM S OF CLEARY SQ
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:53.2 ft. [16.2 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,500 [as of 2015]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:49.1 tons [44.6 metric tons]
Sufficiency rating:89.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$848,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201589.2GoodGoodVery GoodGoodFO17500
May 201389.4GoodVery GoodVery GoodGoodFO15900
May 201189.4GoodVery GoodVery GoodGoodFO15900
May 200989.4GoodVery GoodVery GoodGoodFO15900
May 200789.4GoodVery GoodVery GoodVery GoodFO15700
May 200590.5GoodVery GoodVery GoodVery GoodFO15300
May 200390.5GoodVery GoodVery GoodVery GoodFO14500
May 200190.4GoodVery GoodVery GoodVery GoodFO16100
May 199989.8GoodVery GoodVery GoodVery Good-22100
May 199792.0GoodVery GoodVery GoodVery Good-19900
May 199581.2GoodVery GoodVery GoodVery Good-19900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.7070000
Steel Protective Coatingsq. ft.999999000
Deck
Reinforced Concrete Decksq. ft.2,7712,63213900
Wearing Surfacessq. ft.1,9571,8599800
Substructure
Reinforced Concrete Abutmentlinear ft.8282000
Bearings
Movable Bearingeach77000
Steel Protective Coatingsq. ft.999999000
Fixed Bearingeach77000
Steel Protective Coatingsq. ft.999999000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.106106000