COUNTY ROAD 116 over SMITH BROOK
Map
Coordinates:
+42.58522, -76.0706742°35'07" N, 76°04'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 116 over SMITH BROOK |
Structure number: | 000000003311990 |
Location: | 1.4 MILES SE OF MCGRAW |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 31.5 ft. [9.6 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 31.5 ft. [9.6 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 778 [as of 2015] |
Truck traffic: | 5% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.5 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $565,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2017 | Good | 7 out of 10 | 778 | 94.5 |
November 2015 | Good | 7 out of 10 | 793 | 94.4 |
September 2013 | Good | 8 out of 10 | 1005 | 93.4 |
October 2011 | Good | 8 out of 10 | 910 | 95.4 |
September 2009 | Good | 9 out of 10 | 914 | 96.4 |
October 2007 | Good | 9 out of 10 | 1210 | 37.1 |
October 2005 | Good | 9 out of 10 | 1210 | 37.1 |
May 2004 | Poor | N out of 10 | 1210 | 33.9 |
July 2003 | Poor | N out of 10 | 1210 | 33.9 |
July 2002 | Poor | N out of 10 | 1162 | 33.1 |
June 2001 | Poor | N out of 10 | 1162 | 33.1 |
May 2000 | Poor | N out of 10 | 1162 | 33.1 |
May 1999 | Poor | N out of 10 | 1162 | 33.1 |
May 1998 | Poor | N out of 10 | 815 | 33.7 |
May 1997 | Poor | N out of 10 | 815 | 33.7 |
April 1995 | Poor | N out of 10 | 815 | 33.9 |
April 1993 | Poor | N out of 10 | 815 | 33.9 |
April 1991 | Poor | N out of 10 | 815 | 35.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 54 | 51 | 0 | 3 | 0 |