SOUTH BLUFF ROAD over PIGEON CREEK
Map
Coordinates:
+42.39682, -96.5656642°23'49" N, 96°33'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SOUTH BLUFF ROAD over PIGEON CREEK |
Structure number: | C002221715P |
Location: | 3.5S OF JACKSON |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 86.0 ft. [26.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 45 [as of 1998] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 48.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Excellent | Excellent | Excellent | 45 | 48.8 |
August 2016 | Good | Excellent | Excellent | Excellent | 45 | 42.9 |
December 2015 | Good | Excellent | Excellent | Excellent | 45 | 42.9 |
October 2014 | Poor | Fair | Serious | Fair | 45 | 22.1 |
October 2013 | Poor | Fair | Serious | - | 45 | 24.0 |
December 2011 | Fair | Fair | Satisfactory | Satisfactory | 45 | 42.4 |
December 2009 | Fair | Fair | Satisfactory | Satisfactory | 45 | 42.4 |
November 2007 | Fair | Fair | Satisfactory | Satisfactory | 45 | 46.5 |
August 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 45 | 42.7 |
September 2004 | Fair | Satisfactory | Fair | Satisfactory | 45 | 40.7 |
September 2002 | Fair | Satisfactory | Fair | Satisfactory | 45 | 40.7 |
October 2000 | Fair | Good | Satisfactory | Good | 45 | 42.7 |
October 1998 | Good | Good | Good | Good | 45 | 42.7 |
October 1996 | Good | Good | Good | Good | 45 | 42.7 |
September 1994 | Good | Good | Good | Good | 45 | 42.7 |
October 1992 | Good | Good | Good | Good | 45 | 49.5 |
November 1989 | Poor | Poor | Poor | Serious | 45 | 19.1 |