HWY HALE ST over I 95


+42.80266, -70.91513
42°48'10" N, 70°54'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY HALE ST over I 95
Structure number:N11018322DOTNBI
Old structure number:801525001100 (from 1992 edition)
Location:1 MI S ST113
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:113.9 ft. [34.7 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1976
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,650 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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: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]
Sufficiency rating:73.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,244,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactoryGood565073.6
January 2016FairSatisfactorySatisfactoryGood520074.9
January 2014FairSatisfactorySatisfactoryGood430075.6
January 2012FairSatisfactorySatisfactoryGood430075.6
January 2010FairSatisfactorySatisfactoryGood430076.1
April 1994GoodGoodGoodGood4070956.4
April 1992GoodGoodGoodGood4070956.4
April 1990GoodGoodGoodVery Good4070956.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,3741,370040
Steel Protective Coatingsq. ft.15,77415,02400750
Reinforced Concrete Decksq. ft.8,9318,66426700
Wearing Surfacessq. ft.6,8706,18468600
Concrete Protective Coatingsq. ft.6,87006,87000
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.8080000
Reinforced Concrete Pier Caplinear ft.4040000
Compression Jointlinear ft.78380400
Movable Bearingeach1211010
Fixed Bearingeach66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.458458000