ARMORY RD. over LOST CREEK
Map
Coordinates:
+33.88500, -87.5348033°53'06" N, 87°32'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ARMORY RD. over LOST CREEK |
Structure number: | 002330 |
Old structure number: | 0000002464M0030 (from 1992 edition) |
Location: | ARMORY RD. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1940 |
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: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 650 [as of 2016] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 60.8 |
Estimated cost of work: | $836,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2016 | Fair | Good | Satisfactory | Satisfactory | 650 | 60.8 |
July 2015 | Fair | Good | Satisfactory | Satisfactory | 650 | 60.8 |
July 2014 | Fair | Good | Satisfactory | Satisfactory | 650 | 60.8 |
July 2013 | Fair | Good | Satisfactory | Satisfactory | 650 | 60.8 |
August 2012 | Fair | Good | Satisfactory | Satisfactory | 650 | 60.8 |
October 2011 | Fair | Good | Satisfactory | Satisfactory | 650 | 60.8 |
August 2010 | Fair | Good | Satisfactory | Satisfactory | 650 | 60.8 |
July 2008 | Fair | Good | Satisfactory | Satisfactory | 650 | 60.8 |
May 2006 | Fair | Good | Satisfactory | Satisfactory | 650 | 58.1 |
July 2004 | Fair | Good | Satisfactory | Satisfactory | 650 | 58.1 |
March 1995 | Fair | Satisfactory | Good | Good | 650 | 57.0 |
February 1993 | Good | Good | Good | Good | 650 | 55.8 |
April 1990 | Good | Very Good | Very Good | Very Good | 650 | 55.8 |