COLL 7732 over BIG INDIAN CREEK
Map
Coordinates:
+40.08897, -96.8668940°05'20" N, 96°52'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLL 7732 over BIG INDIAN CREEK |
Structure number: | C003406210 |
Location: | 2.2N 3.2W OF ODELL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 55 [as of 2006] |
Deck condition: | Very Good [8 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Very Good | 55 | 99.8 |
September 2015 | Good | Very Good | Very Good | Very Good | 55 | 99.8 |
September 2013 | Good | Excellent | Excellent | Excellent | 55 | 99.8 |
November 2011 | Good | Excellent | Excellent | Excellent | 55 | 100.0 |
March 2010 | Good | Excellent | Excellent | Excellent | 55 | 100.0 |
August 2007 | Good | Excellent | Excellent | Excellent | 55 | 100.0 |
November 2005 | Poor | Fair | Fair | Poor | 55 | 24.9 |
October 2004 | Poor | Fair | Fair | Poor | 55 | 24.9 |
November 2002 | Poor | Fair | Fair | Poor | 55 | 24.9 |
September 2001 | Poor | Fair | Fair | Poor | 55 | 24.9 |
October 1999 | Poor | Fair | Fair | Poor | 55 | 24.9 |
November 1997 | Fair | Fair | Fair | Fair | 55 | 31.0 |
October 1995 | Fair | Fair | Fair | Fair | 55 | 24.9 |
November 1993 | Fair | Fair | Satisfactory | Fair | 55 | 24.9 |
October 1991 | Fair | Satisfactory | Satisfactory | Fair | 55 | 25.9 |