NFA 1832 over BLUE WATER CREEK
Map
Coordinates:
+35.01222, -87.4525035°00'44" N, 87°27'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA 1832 over BLUE WATER CREEK |
Structure number: | 50018320003 |
Location: | 3 M. SE. ST. JOSEPH. |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 125.7 ft. [38.3 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 2006 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2018] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Very Good | Very Good | 120 | 89.0 |
May 2015 | Fair | Satisfactory | Very Good | Very Good | 120 | 89.0 |
May 2013 | Fair | Satisfactory | Very Good | Very Good | 120 | 89.0 |
May 2011 | Good | Very Good | Very Good | Very Good | 120 | 89.0 |
May 2009 | Good | Very Good | Very Good | Very Good | 120 | 88.0 |
June 2007 | Good | Very Good | Very Good | Very Good | 120 | 88.0 |
June 2006 | Good | Very Good | Very Good | Very Good | 150 | 87.9 |
June 2005 | Poor | Satisfactory | Fair | Poor | 180 | 10.3 |
June 2003 | Poor | Satisfactory | Fair | Poor | 220 | 9.0 |
June 2001 | Poor | Satisfactory | Fair | Poor | 200 | 26.2 |
June 1999 | Poor | Fair | Fair | Poor | 160 | 25.3 |
May 1997 | Poor | Poor | Fair | Serious | 200 | 0.0 |
April 1995 | Poor | Poor | Poor | Serious | 150 | 0.0 |
July 1992 | Poor | Poor | Poor | Serious | 130 | 0.0 |
February 1991 | Poor | Poor | Poor | Serious | 130 | 0.0 |