KING BEE RD over CYPRESS CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+30.79269, -88.9560530°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] |
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 | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Poor | Good | Good | Poor | 520 | 26.4 |
September 2015 | Poor | Good | Good | Poor | 520 | 26.4 |
September 2014 | Poor | Good | Good | Poor | 520 | 26.4 |
September 2013 | Poor | Good | Good | Poor | 520 | 26.4 |
September 2012 | Fair | Good | Good | Fair | 350 | 54.6 |
September 2011 | Fair | Good | Good | Fair | 350 | 54.4 |
September 2010 | Fair | Good | Good | Fair | 310 | 54.6 |
September 2009 | Fair | Good | Good | Fair | 310 | 54.6 |
October 2008 | Fair | Good | Good | Fair | 400 | 54.5 |
October 2007 | Fair | Good | Good | Fair | 400 | 54.5 |
October 2005 | Fair | Good | Satisfactory | Fair | 290 | 53.6 |
February 2004 | Fair | Good | Satisfactory | Fair | 270 | 54.7 |
February 2002 | Poor | Very Good | Satisfactory | Poor | 220 | 32.3 |
December 1999 | Fair | Good | Fair | Fair | 220 | 59.3 |
January 1998 | Fair | Good | Good | Fair | 220 | 59.3 |
January 1996 | Fair | Good | Good | Fair | 220 | 59.3 |