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HENDERSON PLACE RD over WHITEOAKBAYOU

Tunica County, Mississippi

Map

Coordinates:
+34.64457, -90.33545
34°38'40" N, 90°20'08" W

Facts

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

Name:	HENDERSON PLACE RD over WHITEOAKBAYOU
Structure number:	SA7200000000023
Location:	SEC 14 T 5S R11W B
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	130.9 ft. `[39.9 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	2004
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:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
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:	110 `[as of 2011]`
Truck traffic:	10% of total traffic
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:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	97.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2016	Good	Good	Very Good	Very Good	110	97.5
December 2014	Good	Very Good	Excellent	Excellent	110	97.5
December 2012	Good	Excellent	Excellent	Excellent	110	84.4
January 2011	Good	Excellent	Excellent	Excellent	300	99.9
January 2010	Good	Excellent	Excellent	Excellent	300	99.9
December 2007	Good	Excellent	Excellent	Excellent	300	99.9
December 2005	Good	Excellent	Excellent	Excellent	300	99.9
February 2005	Good	Excellent	Excellent	Excellent	100	100.0
January 2004	Poor	Satisfactory	Satisfactory	Poor	100	34.9
December 2001	Poor	Satisfactory	Satisfactory	Poor	90	34.9
March 2001	Poor	Satisfactory	Satisfactory	Poor	90	34.9
December 1999	Poor	Satisfactory	Satisfactory	Poor	90	34.9
January 1998	Good	Good	Good	Good	110	63.5
December 1995	Good	Good	Good	Good	110	63.5

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