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HWY ALBANY EXT over I 90 RAMP H

Map 

Coordinates:
+42.34778, -71.06056
42°20'52" N, 71°03'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY ALBANY EXT over I 90 RAMP H
Structure number:B166759QMDOTNBI
Location:.25 KM N OF I90
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:129.6 ft. [39.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:15,300 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.4 tons [67.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$892,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201473.0Functionally obsoleteGoodGoodGood15300
May 201273.0Not deficientGoodGoodGood15300
May 201073.0Not deficientGoodGoodGood15300
December 200731.0Not deficientGoodVery GoodGood-