ROUTE 11 over MCRR
Map
Coordinates:
+44.54248, -69.7276644°32'33" N, 69°43'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 11 over MCRR |
Structure number: | 3508 |
Location: | 3 MI NE TOWNLINE |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 172.9 ft. [52.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,209 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 56.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Good | Satisfactory | 6209 | 56.4 |
May 2017 | Fair | Good | Good | Satisfactory | 6209 | 56.4 |
July 2015 | Good | Good | Good | Good | 5830 | 66.7 |
August 2014 | Good | Good | Good | Good | 5785 | 67.1 |
September 2012 | Good | Good | Good | Good | 5762 | 72.2 |
December 2010 | Good | Good | Good | Good | 6045 | 72.0 |
December 2008 | Good | Very Good | Good | Good | 5973 | 74.2 |
August 2006 | Good | Very Good | Good | Good | 5730 | 74.4 |
September 2004 | Good | Very Good | Good | Good | 5160 | 74.8 |
July 2002 | Good | Very Good | Good | Good | 5860 | 74.3 |
February 2001 | Good | Very Good | Good | Good | 6573 | 73.7 |
July 1998 | Good | Good | Good | Good | 6400 | 73.8 |
September 1996 | Good | Good | Good | Good | 4412 | 81.0 |
February 1995 | Good | Very Good | Good | Good | 4270 | 81.0 |
February 1993 | Good | Very Good | Good | Good | 4310 | 81.0 |
December 1990 | Good | Excellent | Good | Good | 4700 | 81.0 |
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. | 1,038 | 938 | 100 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,038 | 938 | 100 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,917 | 5,326 | 591 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 75 | 33 | 40 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 75 | 75 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 38 | 34 | 4 | 0 | 0 |
Bearings |
Movable Bearing | each | 18 | 12 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18 | 9 | 6 | 3 | 0 |
Fixed Bearing | each | 6 | 3 | 3 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 3 | 3 | 0 | 0 |