Share: 
I 93 NB over I 93 SB
Map
Coordinates:
+42.37231, -71.06780
42°22'20" N, 71°04'04" W
+42.37231, -71.06780
42°22'20" N, 71°04'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I 93 NB over I 93 SB |
| Structure number: | B16600900DOTNBI |
| Location: | I93/US1 INTERCHANGE |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 143.1 ft. [43.6 m] |
| Total length: | 546.9 ft. [166.7 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2003 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 4 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Segmental box girder [21] |
| Deck type: | Other [9] |
| Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 78,500 [as of 2012] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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: | 63.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $14,273,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Good | Good | Fair | 78500 | 63.0 |
| January 2016 | Fair | Good | Good | Satisfactory | 78500 | 74.0 |
| January 2014 | Fair | Good | Good | Satisfactory | 78500 | 74.0 |
| January 2012 | Fair | Good | Good | Satisfactory | 78500 | 74.0 |
| January 2010 | Good | Good | Good | Good | 58689 | 74.4 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 1,094 | 1,068 | 26 | 0 | 0 |
| Prestressed Concrete Girder/Beam | linear ft. | 447 | 397 | 50 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 27,350 | 25,708 | 1,642 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 26,596 | 26,593 | 1 | 2 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 9 | 6 | 3 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 378 | 0 | 378 | 0 | 0 |
| Joints | ||||||
| Assembly with Seal | each | 102 | 52 | 50 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 5 | 5 | 0 | 0 | 0 |
| Movable Bearing | each | 4 | 4 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 999 | 999 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 1,068 | 868 | 200 | 0 | 0 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1235186
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1235186