RAILROAD STREET over MOHAWK RIVER
Map
Coordinates:
+43.20765, -75.4532543°12'28" N, 75°27'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAILROAD STREET over MOHAWK RIVER |
Structure number: | 000000002206470 |
Location: | IN ROME |
Purpose: | Carries highway and railroad over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 129.9 ft. [39.6 m] |
Total length: | 134.8 ft. [41.1 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Vertical clearance above deck: | 20.7 ft. [6.3 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year reconstructed: | 1999 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 671 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 53.9 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $4,234,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Serious | Fair | Fair | 671 | 53.9 |
October 2017 | Poor | Serious | Fair | Fair | 681 | 53.9 |
October 2016 | Poor | Poor | Fair | Fair | 694 | 55.9 |
October 2015 | Poor | Poor | Fair | Fair | 651 | 56.0 |
September 2014 | Poor | Poor | Fair | Fair | 651 | 56.0 |
August 2013 | Poor | Poor | Fair | Fair | 651 | 56.0 |
September 2012 | Poor | Poor | Fair | Fair | 650 | 56.0 |
July 2011 | Poor | Poor | Fair | Fair | 650 | 56.0 |
September 2010 | Poor | Poor | Fair | Fair | 651 | 56.0 |
September 2009 | Poor | Poor | Fair | Fair | 791 | 55.9 |
September 2008 | Poor | Poor | Fair | Fair | 921 | 56.9 |
October 2006 | Poor | Poor | Fair | Fair | 824 | 56.9 |
August 2004 | Poor | Poor | Satisfactory | Satisfactory | 921 | 67.9 |
September 2003 | Poor | Poor | Fair | Satisfactory | 921 | 56.9 |
August 2002 | Poor | Poor | Fair | Satisfactory | 921 | 56.9 |
September 2000 | Poor | Poor | Satisfactory | Satisfactory | 921 | 67.9 |
October 1999 | Poor | Fair | Serious | Serious | 921 | 33.8 |
October 1998 | Poor | Serious | Serious | Fair | 921 | 15.2 |
September 1997 | Poor | Serious | Serious | Satisfactory | 921 | 31.8 |
September 1996 | Poor | Serious | Serious | Fair | 600 | 26.5 |
August 1995 | Poor | Serious | Serious | Fair | 600 | 26.5 |
September 1994 | Poor | Serious | Serious | Fair | 200 | 34.7 |
September 1993 | Poor | Poor | Serious | Fair | 200 | 21.6 |
November 1992 | Poor | Poor | Serious | Fair | 200 | 21.6 |
November 1991 | Poor | Poor | Serious | Fair | 200 | 21.6 |
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 Stringer | linear ft. | 464 | 430 | 34 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,894 | 0 | 2,300 | 0 | 594 |
Steel Truss | linear ft. | 262 | 230 | 28 | 4 | 0 |
Steel Protective Coating | sq. ft. | 1,488 | 372 | 372 | 372 | 372 |
Steel Floor Beam | linear ft. | 378 | 368 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,928 | 0 | 3,340 | 0 | 588 |
Steel Gusset Plate | each | 40 | 28 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 582 | 245 | 245 | 62 | 30 |
Substructure |
Masonry Abutment | linear ft. | 137 | 0 | 137 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 69 | 0 | 0 | 25 | 44 |
Deck |
Open Grid Deck | sq. ft. | 3,915 | 0 | 3,200 | 400 | 315 |
Wearing Surfaces | sq. ft. | 2,849 | 0 | 2,389 | 400 | 60 |
Steel Protective Coating | sq. ft. | 3,983 | 0 | 0 | 0 | 3,983 |
Joints |
Other Joint | linear ft. | 62 | 0 | 62 | 0 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20 | 0 | 2 | 0 | 18 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20 | 0 | 8 | 0 | 12 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 270 | 0 | 240 | 27 | 3 |
Steel Protective Coating | sq. ft. | 810 | 0 | 0 | 405 | 405 |