Share: 
I 93 RAMPS NS SN over OTHER RELIEF
Map
Coordinates:
+42.37361, -71.07167
42°22'25" N, 71°04'18" W
+42.37361, -71.07167
42°22'25" N, 71°04'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I 93 RAMPS NS SN over OTHER RELIEF |
| Structure number: | B165769EKDOTNBI |
| Location: | I93 RAMPS N-S S-N |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 95.1 ft. [29.0 m] |
| Total length: | 98.8 ft. [30.1 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1999 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete continuous [6] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: May 2015
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 26,000 [as of 2015] |
| Truck traffic: | 8% 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: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 98.7 tons [89.7 metric tons] |
| Inventory rating: | 52.1 tons [47.4 metric tons] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| May 2015 | 98.0 | Good | Good | Good | Good | - | 26000 |
| May 2013 | 98.0 | Good | Good | Good | Good | - | 20000 |
| May 2011 | 98.0 | Good | Very Good | Good | Good | - | 20000 |
| May 2009 | 98.0 | Good | Very Good | Good | Very Good | - | - |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
| Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 760 | 760 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,750 | 4,750 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 4,750 | 4,750 | 0 | 0 | 0 |
| Substructure | ||||||
| Prestressed Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 77 | 77 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 48 | 48 | 0 | 0 | 0 |
| Joints | ||||||
| Assembly with Seal | each | 48 | 48 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 190 | 190 | 0 | 0 | 0 |
© Copyright 2012-18, 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/1235178
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1235178