CR27 JUNCTION RD over SCHOHARIE CREEK
Map
Coordinates:
+42.74307, -74.3273942°44'35" N, 74°19'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR27 JUNCTION RD over SCHOHARIE CREEK |
Structure number: | 000000003354640 |
Location: | .1 MI SOUTH OF SLOANSVILL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 303.2 ft. [92.4 m] |
Total length: | 304.1 ft. [92.7 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Vertical clearance above deck: | 15.4 ft. [4.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,554 [as of 2017] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.7 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $9,292,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Very Good | Very Good | 1554 | 78.7 |
November 2016 | Good | Good | Excellent | Very Good | 1385 | 78.8 |
November 2014 | Good | Very Good | Excellent | Excellent | 1372 | 78.8 |
October 2012 | Good | Very Good | Excellent | Excellent | 1360 | 78.8 |
November 2010 | Good | Very Good | Excellent | Excellent | 1090 | 80.0 |
November 2008 | Good | Very Good | Excellent | Excellent | 1255 | 79.9 |
December 2006 | Good | Excellent | Excellent | Excellent | 1090 | 80.0 |
July 2005 | Poor | Very Good | Poor | Fair | 1090 | 19.0 |
November 2004 | Poor | Very Good | Poor | Fair | 1090 | 32.6 |
October 2003 | Fair | Very Good | Fair | Satisfactory | 1090 | 48.4 |
August 2002 | Fair | Excellent | Fair | Satisfactory | 1090 | 48.4 |
September 2001 | Fair | Excellent | Fair | Satisfactory | 1090 | 48.4 |
October 2000 | Fair | Excellent | Fair | Satisfactory | 1090 | 45.3 |
November 1999 | Poor | Excellent | Serious | Good | 1090 | 28.6 |
November 1998 | Poor | Very Good | Serious | Good | 1090 | 14.5 |
December 1997 | Poor | Very Good | Serious | Satisfactory | 1090 | 14.5 |
December 1996 | Poor | Very Good | Poor | Fair | 385 | 31.9 |
October 1995 | Poor | Very Good | Serious | Fair | 385 | 18.5 |
September 1994 | Poor | Very Good | Serious | Fair | 385 | 18.5 |
November 1993 | Poor | Very Good | Serious | Fair | 385 | 18.5 |
October 1992 | Poor | Very Good | Serious | Serious | 385 | 18.5 |
October 1991 | Poor | Poor | Serious | Serious | 385 | 13.1 |
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. | 1,515 | 1,439 | 76 | 0 | 0 |
Steel Protective Coating | sq. ft. | 7,865 | 0 | 7,865 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,484 | 0 | 7,636 | 848 | 0 |
Wearing Surfaces | sq. ft. | 7,757 | 0 | 6,981 | 776 | 0 |
Superstructure |
Steel Truss | linear ft. | 606 | 606 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 46,457 | 44,115 | 2,342 | 0 | 0 |
Steel Floor Beam | linear ft. | 376 | 272 | 104 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,877 | 0 | 2,733 | 144 | 0 |
Steel Gusset Plate | each | 48 | 48 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4,880 | 4,391 | 489 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 98 | 90 | 8 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 28 | 0 | 28 | 0 | 0 |
Assembly with Seal | each | 28 | 0 | 28 | 0 | 0 |
Bearings |
Pot Bearing | each | 4 | 0 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32 | 0 | 0 | 32 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 606 | 0 | 606 | 0 | 0 |