CR 864 over BCH DRAINS IN RED BUD CK
Map
Coordinates:
+34.47228, -88.2924734°28'20" N, 88°17'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 864 over BCH DRAINS IN RED BUD CK |
Structure number: | SA7100000000079 |
Location: | SEC 18 T 7S R10E B |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
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: | 3 |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 1,100 [as of 2016] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 78.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $156,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Good | Satisfactory | 1100 | 78.3 |
August 2015 | Fair | Very Good | Good | Satisfactory | 1100 | 78.3 |
August 2013 | Good | Very Good | Very Good | Good | 1100 | 78.3 |
November 2011 | Good | Very Good | Very Good | Very Good | 1100 | 56.6 |
January 2010 | Good | Very Good | Very Good | Very Good | 1100 | 56.6 |
November 2007 | Good | Good | Good | Good | 1100 | 57.6 |
December 2005 | Good | Good | Good | Very Good | 1100 | 57.6 |
February 2004 | Good | Good | Good | Very Good | 1100 | 58.6 |
January 2002 | Good | Good | Good | Very Good | 1100 | 58.6 |
December 1999 | Good | Good | Good | Very Good | 1300 | 58.4 |
December 1997 | Good | Good | Good | Very Good | 1300 | 58.4 |
February 1996 | Good | Good | Good | Very Good | 1100 | 58.6 |