I-95 NORTHBOUND over ROUTE 11 & 137
Map
Coordinates:
+44.54511, -69.6798344°32'42" N, 69°40'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 NORTHBOUND over ROUTE 11 & 137 |
Structure number: | 5814 |
Location: | 3 MI N OF SIDNEY |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 208.0 ft. [63.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Year reconstructed: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,780 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 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: | 72.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 10780 | 72.7 |
April 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 10780 | 72.7 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 10403 | 75.7 |
August 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 10340 | 75.7 |
February 2014 | Fair | Satisfactory | Good | Good | 9050 | 75.9 |
August 2011 | Fair | Satisfactory | Good | Good | 9050 | 75.9 |
January 2010 | Fair | Satisfactory | Good | Good | 10020 | 75.8 |
February 2008 | Fair | Satisfactory | Good | Good | 9650 | 75.8 |
June 2004 | Fair | Satisfactory | Good | Fair | 9332 | 64.6 |
October 2002 | Fair | Good | Good | Fair | 9000 | 64.7 |
July 2000 | Fair | Good | Good | Fair | 9660 | 66.5 |
November 1998 | Fair | Good | Good | Satisfactory | 8817 | 77.9 |
May 1996 | Fair | Good | Good | Satisfactory | 7490 | 78.1 |
August 1994 | Fair | Good | Good | Satisfactory | 6880 | 81.3 |
May 1992 | Fair | Good | Good | Satisfactory | 7000 | 81.3 |
October 1990 | Fair | Good | Good | Satisfactory | 6890 | 81.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,040 | 732 | 208 | 100 | 0 |
Steel Protective Coating | sq. ft. | 15,900 | 12,500 | 0 | 2,400 | 1,000 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,322 | 0 | 7,322 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 77 | 0 | 72 | 5 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 77 | 77 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 77 | 0 | 77 | 0 | 0 |
Bearings |
Movable Bearing | each | 15 | 0 | 5 | 10 | 0 |
Steel Protective Coating | sq. ft. | 15 | 0 | 5 | 10 | 0 |
Fixed Bearing | each | 15 | 0 | 0 | 15 | 0 |
Steel Protective Coating | sq. ft. | 15 | 0 | 0 | 15 | 0 |