ROUTE 197 over KENNEBEC RIVER
Map
Coordinates:
+44.09074, -69.7821144°05'27" N, 69°46'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 197 over KENNEBEC RIVER |
Structure number: | 2506 |
Location: | .5 MI W 128 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 240.2 ft. [73.2 m] |
Total length: | 1478.1 ft. [450.5 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 7 |
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: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,105 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Excellent | Excellent | Excellent | 3105 | 85.9 |
December 2015 | Good | Excellent | Excellent | Excellent | 2910 | 74.8 |
March 2015 | Good | Excellent | Excellent | Excellent | 2840 | 71.8 |
January 2014 | Poor | Poor | Poor | Poor | 3173 | 33.2 |
October 2012 | Poor | Poor | Poor | Poor | 3192 | 33.1 |
May 2011 | Poor | Poor | Poor | Poor | 3173 | 33.2 |
August 2010 | Poor | Poor | Poor | Poor | 3258 | 32.8 |
October 2009 | Poor | Fair | Fair | Poor | 3219 | 35.8 |
October 2007 | Poor | Fair | Fair | Poor | 3290 | 35.5 |
February 2006 | Poor | Fair | Fair | Poor | 3270 | 35.6 |
December 2003 | Poor | Fair | Satisfactory | Poor | 2930 | 6.6 |
August 2001 | Poor | Fair | Satisfactory | Poor | 2500 | 6.6 |
June 1999 | Poor | Fair | Satisfactory | Poor | 2696 | 6.6 |
August 1997 | Fair | Satisfactory | Satisfactory | Fair | 2657 | 22.6 |
August 1995 | Fair | Satisfactory | Satisfactory | Fair | 3045 | 25.5 |
January 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 2930 | 39.4 |
February 1992 | Fair | Satisfactory | Satisfactory | Fair | 3360 | 25.5 |
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. | 5,912 | 5,912 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 51,730 | 51,730 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 150 | 150 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 234 | 234 | 0 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 72 | 72 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 28 | 28 | 0 | 0 | 0 |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 2,956 | 2,956 | 0 | 0 | 0 |