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I 93 /US1/ST3 over HWY THEATRE ACCESS RD

Map 

Coordinates:
+42.28417, -71.04361
42°17'03" N, 71°02'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 93 /US1/ST3 over HWY THEATRE ACCESS RD
Structure number:B162703D4DOTNBI
Old structure number:3D4093896005101 (from 1992 edition)
Location:4.5 MI S OF JCT I90&I93
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:58.1 ft. [17.7 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:118.1 ft. [36.0 m]
Deck width edge-to-edge:118.1 ft. [36.0 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1984
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:2
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:184,000 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:82.0 tons [74.5 metric tons]
Inventory rating:49.1 tons [44.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$379,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201581.0Functionally obsoleteSatisfactoryGoodSatisfactory184000
October 201381.0Functionally obsoleteSatisfactoryGoodSatisfactory180600
October 201181.0Functionally obsoleteSatisfactoryGoodSatisfactory180600
October 200981.0Functionally obsoleteGoodGoodSatisfactory180400
October 199981.0Functionally obsoleteVery GoodGoodSatisfactory201960
October 199781.0Functionally obsoleteVery GoodGoodSatisfactory201960
October 199570.5Functionally obsoleteVery GoodGoodSatisfactory201960
October 199181.0Not deficientGoodGoodGood104520