I 00091 ML over I 91 OVER VT 30 WESTR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+42.87418, -72.57149
42°52'27" N, 72°34'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 00091 ML over I 91 OVER VT 30 WESTR
Structure number:200091009N13022
Location:0.9 MI S EXIT 3
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:440.0 ft. [134.1 m]
Total length:1016.1 ft. [309.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2013

Good/Fair/Poor Condition:Poor
Status:New structure not yet open to traffic [G]
Average daily traffic:12,850 [as of 1998]
Truck traffic:13% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:6.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,733,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 20136.0PoorPoorFairSatisfactorySD12850
June 201263.1PoorPoorFairSatisfactorySD12850
July 201063.1PoorPoorFairSatisfactorySD12850
May 200863.1PoorPoorFairSatisfactorySD12850
July 200763.1PoorPoorFairSatisfactorySD12850
April 200661.0PoorSeriousFairSatisfactorySD12850
October 200452.2PoorSeriousFairSatisfactorySD12850
May 200254.3PoorPoorFairSatisfactorySD12850
April 200056.3PoorPoorFairFairSD12850
April 199875.5FairFairSatisfactorySatisfactory-12850
September 199676.5FairFairSatisfactorySatisfactory-11751
September 199476.8FairFairSatisfactorySatisfactory-11156
May 199276.9FairFairSatisfactorySatisfactory-10730
August 199076.9FairFairGoodSatisfactory-10730