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MHOON LANDING RD over MCKINNEY LAKE

Tunica County, Mississippi

Map

Coordinates:
+34.70683, -90.39872
34°42'25" N, 90°23'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	MHOON LANDING RD over MCKINNEY LAKE
Structure number:	SA7200000000019
Location:	SEC 30 T 4S R12W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	215.9 ft. `[65.8 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	2000
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	7
Main spans material:	Concrete `[1]`
Main spans design:	Channel beam `[22]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	90 `[as of 2011]`
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:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	99.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2016	Good	Good	Very Good	Very Good	90	99.9
December 2014	Good	Good	Excellent	Excellent	90	99.9
December 2012	Good	Very Good	Excellent	Excellent	90	99.9
January 2011	Good	Excellent	Excellent	Excellent	90	99.9
January 2010	Good	Excellent	Excellent	Excellent	90	99.9
December 2007	Good	Excellent	Excellent	Excellent	100	99.9
December 2005	Good	Excellent	Excellent	Excellent	90	99.9
January 2004	Good	Excellent	Excellent	Excellent	90	99.9
December 2001	Good	Excellent	Excellent	Excellent	50	100.0
March 2001	Good	Excellent	Excellent	Excellent	50	100.0
December 1999	Poor	Satisfactory	Poor	Fair	50	34.8
January 1998	Fair	Very Good	Satisfactory	Satisfactory	100	73.4
December 1995	Fair	Good	Satisfactory	Satisfactory	50	73.5

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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