Share:

KING BEE RD over CYPRESS CREEK

Stone County, Mississippi

Map

Coordinates:
+30.79269, -88.95605
30°47'34" N, 88°57'22" W

Facts

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

Name:	KING BEE RD over CYPRESS CREEK
Structure number:	SA6600000000040
Location:	SEC 14 T 3S R10W B
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	76.1 ft. `[23.2 m]`
Roadway width between curbs:	23.3 ft. `[7.1 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 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:	4
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: September 2016

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	520 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Operating rating:	5.9 tons `[5.4 metric tons]`
Inventory rating:	4.5 tons `[4.1 metric tons]`
Sufficiency rating:	26.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$314,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	26.4	Poor	Good	Good	Poor	SD	520
September 2015	26.4	Poor	Good	Good	Poor	SD	520
September 2014	26.4	Poor	Good	Good	Poor	SD	520
September 2013	26.4	Poor	Good	Good	Poor	SD	520
September 2012	54.6	Fair	Good	Good	Fair	-	350
September 2011	54.4	Fair	Good	Good	Fair	-	350
September 2010	54.6	Fair	Good	Good	Fair	-	310
September 2009	54.6	Fair	Good	Good	Fair	-	310
October 2008	54.5	Fair	Good	Good	Fair	-	400
October 2007	54.5	Fair	Good	Good	Fair	-	400
October 2005	53.6	Fair	Good	Satisfactory	Fair	-	290
February 2004	54.7	Fair	Good	Satisfactory	Fair	-	270
February 2002	32.3	Poor	Very Good	Satisfactory	Poor	SD	220
December 1999	59.3	Fair	Good	Fair	Fair	-	220
January 1998	59.3	Fair	Good	Good	Fair	-	220
January 1996	59.3	Fair	Good	Good	Fair	-	220

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1311991