SUGAR HILL RD over MILL CREEK
Map
Coordinates:
+31.80656, -88.8686831°48'24" N, 88°52'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SUGAR HILL RD over MILL CREEK |
Structure number: | SA7700000000146 |
Location: | SEC 26 T10N R 9W B |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2014] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 64.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $175,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 64.9 |
September 2015 | Fair | Good | Good | Satisfactory | 120 | 90.0 |
September 2013 | Fair | Good | Good | Satisfactory | 120 | 90.0 |
September 2011 | Fair | Good | Good | Satisfactory | 120 | 69.5 |
September 2009 | Fair | Very Good | Very Good | Satisfactory | 120 | 69.5 |
August 2007 | Fair | Very Good | Very Good | Fair | 190 | 59.4 |
October 2005 | Fair | Good | Good | Fair | 140 | 59.4 |
January 2004 | Fair | Good | Good | Fair | 140 | 59.4 |
December 2001 | Poor | Good | Good | Poor | 140 | 32.8 |
January 2000 | Good | Very Good | Very Good | Good | 100 | 76.5 |
January 1998 | Good | Very Good | Very Good | Good | 100 | 76.5 |
February 1996 | Good | Very Good | Very Good | Good | 100 | 76.5 |