FAS 1511 over MUDDY BOGGY CREEK
Map
Coordinates:
+34.74759, -96.3581534°44'51" N, 96°21'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 1511 over MUDDY BOGGY CREEK |
Structure number: | 242500000000000 |
Location: | 9.8N 3.8E OF TUPELO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 72.5 ft. [22.1 m] |
Total length: | 76.8 ft. [23.4 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 77.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $225,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Satisfactory | Satisfactory | 25 | 77.2 |
March 2016 | Fair | Good | Satisfactory | Good | 25 | 79.7 |
March 2014 | Fair | Good | Satisfactory | Very Good | 25 | 79.7 |
March 2012 | Fair | Good | Satisfactory | Very Good | 25 | 79.7 |
June 2010 | Fair | Good | Satisfactory | Very Good | 25 | 79.7 |
June 2008 | Fair | Excellent | Satisfactory | Very Good | 25 | 79.7 |
June 2006 | Good | Excellent | Excellent | Excellent | 25 | 79.7 |
August 2004 | Fair | Fair | Satisfactory | Good | 25 | 78.7 |
June 2002 | Fair | Fair | Satisfactory | Good | 25 | 59.3 |
August 2000 | Fair | Satisfactory | Satisfactory | Good | 25 | 52.5 |
April 1998 | Fair | Good | Satisfactory | Good | 25 | 52.5 |
April 1996 | Fair | Satisfactory | Satisfactory | Good | 25 | 58.2 |