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CHURCHHILL ROAD over TOWN CREEK

Map

Coordinates:
+33.59250, -88.66278
33°35'33" N, 88°39'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHURCHHILL ROAD over TOWN CREEK
Structure number:SA1300000000089
Location:SEC 22 T17S R 6E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2017]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Good8 out of 1030099.9
November 2015Good8 out of 1030089.8
December 2013Good8 out of 1030086.8
December 2011Good8 out of 1030086.8
November 2009Good8 out of 1030086.8
December 2007Good8 out of 1030086.8
November 2005Good8 out of 1030086.8
February 2004Good8 out of 1030086.8
January 2002Good8 out of 1030086.8
March 2000Good8 out of 1030086.8
February 1998Good8 out of 1030086.8
January 1996Good8 out of 1030086.8