US 1 over MAIN STREET
Map
Coordinates:
+44.03654, -69.5386444°02'12" N, 69°32'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 1 over MAIN STREET |
Structure number: | 5888 |
Location: | 1.5 MI W TOWNLINE |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 127.0 ft. [38.7 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: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,260 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 57.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Satisfactory | Good | 8260 | 57.8 |
November 2017 | Fair | Good | Satisfactory | Good | 8260 | 57.8 |
May 2016 | Fair | Good | Satisfactory | Good | 7348 | 57.8 |
June 2014 | Fair | Good | Satisfactory | Good | 7140 | 64.0 |
August 2012 | Good | Good | Good | Good | 7398 | 62.7 |
January 2011 | Good | Good | Good | Good | 7550 | 62.7 |
January 2009 | Good | Good | Good | Good | 7712 | 61.7 |
August 2006 | Good | Good | Good | Good | 7564 | 61.7 |
November 2004 | Fair | Satisfactory | Good | Good | 7438 | 61.5 |
January 2003 | Fair | Satisfactory | Good | Good | 6703 | 61.5 |
November 2000 | Good | Good | Good | Good | 6992 | 61.5 |
October 1998 | Good | Good | Good | Good | 6782 | 62.5 |
May 1996 | Good | Good | Good | Good | 6630 | 76.7 |
December 1994 | Fair | Satisfactory | Satisfactory | Good | 6052 | 74.9 |
July 1992 | Fair | Satisfactory | Good | Good | 6183 | 74.9 |
December 1990 | Fair | Satisfactory | Satisfactory | Good | 6290 | 76.3 |
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. | 635 | 585 | 50 | 0 | 0 |
Steel Protective Coating | sq. ft. | 635 | 635 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,445 | 4,445 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 5 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 70 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 70 | 70 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 70 | 0 | 70 | 0 | 0 |
Bearings |
Movable Bearing | each | 15 | 10 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15 | 15 | 0 | 0 | 0 |
Fixed Bearing | each | 15 | 10 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15 | 15 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 254 | 254 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 254 | 0 | 254 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 254 | 0 | 254 | 0 | 0 |