CUTOFF ROAD over MCKINNEY LAKE
Map
Coordinates:
+34.69902, -90.4416034°41'56" N, 90°26'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CUTOFF ROAD over MCKINNEY LAKE |
Structure number: | SA7200000000020 |
Location: | SEC 35 T 4S R12W B |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 170.9 ft. [52.1 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1968 |
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: | 9 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 690 [as of 2011] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $650,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2016 | Fair | Fair | Fair | Fair | 690 | 73.6 |
December 2014 | Fair | Fair | Fair | Fair | 690 | 73.6 |
December 2012 | Fair | Fair | Fair | Fair | 690 | 69.3 |
January 2011 | Fair | Fair | Fair | Fair | 800 | 48.4 |
January 2010 | Fair | Fair | Fair | Fair | 800 | 48.4 |
December 2007 | Fair | Good | Good | Satisfactory | 620 | 66.9 |
December 2005 | Fair | Good | Good | Satisfactory | 700 | 66.9 |
January 2004 | Fair | Good | Good | Satisfactory | 700 | 66.9 |
January 2003 | Fair | Good | Good | Satisfactory | 700 | 66.9 |
December 2001 | Fair | Good | Good | Satisfactory | 700 | 66.9 |
December 1999 | Fair | Good | Good | Satisfactory | 850 | 61.6 |
January 1998 | Fair | Good | Good | Satisfactory | 400 | 70.2 |
December 1995 | Fair | Good | Good | Satisfactory | 400 | 70.2 |