US 1 RAMP CT over OTHER RELIEF
Map
Coordinates:
+42.37389, -71.0716742°22'26" N, 71°04'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | US 1 RAMP CT over OTHER RELIEF |
Structure number: | B165738Y4DOTNBI |
Location: | US1 RAMP C-T |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 13.1 ft. [4.0 m] |
Total length: | 345.2 ft. [105.2 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 57.4 ft. [17.5 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 35 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 45,800 [as of 2011] |
Truck traffic: | 12% 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: | Basically intolerable requiring high priority of replacement [2] |
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: | 99.3 tons [90.3 metric tons] |
Inventory rating: | 52.9 tons [48.1 metric tons] |
Sufficiency rating: | 92.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $14,938,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2015 | 92.0 | Good | Good | Good | Good | FO | 45800 |
August 2013 | 92.0 | Good | Good | Very Good | Good | FO | 45800 |
August 2011 | 92.0 | Good | Good | Very Good | Good | FO | 45800 |
August 2009 | 92.0 | Good | Good | Very Good | Good | - | - |