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HWY ALBANY ST over COMB I90 & AMTRAK

Map 

Coordinates:
+42.34583, -71.06111
42°20'45" N, 71°03'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY ALBANY ST over COMB I90 & AMTRAK
Structure number:B166899ATDOTNBI
Location:WEST OF I93 SB OVER I90
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:136.2 ft. [41.5 m]
Total length:315.0 ft. [96.0 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:29,600 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:72.1 tons [65.5 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:70.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$8,366,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201570.3Not deficientGoodVery GoodSatisfactory29600
August 201368.7Not deficientGoodVery GoodSatisfactory33879
August 201175.9Not deficientGoodVery GoodGood8231
March 201130.0Functionally obsoleteGoodVery GoodGood-
September 200830.0Functionally obsoleteGoodVery GoodGood-