ABBOTT ROAD over PRAIRIE CREEK
Map
Coordinates:
+40.97500, -98.4700040°58'30" N, 98°28'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ABBOTT ROAD over PRAIRIE CREEK |
Structure number: | C004001225 |
Location: | 1.5S 7E CAIRO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 83.0 ft. [25.3 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
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 continuous [2] |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 35 [as of 2003] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
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: | 99.9 |
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 |
---|
February 2017 | Good | Excellent | Excellent | Excellent | 35 | 99.9 |
February 2015 | Good | Excellent | Excellent | Excellent | 35 | 99.9 |
January 2013 | Good | Excellent | Excellent | Excellent | 35 | 100.0 |
December 2010 | Good | Excellent | Excellent | Excellent | 35 | 100.0 |
January 2009 | Good | Excellent | Excellent | Excellent | 35 | 100.0 |
January 2007 | Good | Excellent | Excellent | Excellent | 35 | 100.0 |
October 2004 | Good | Excellent | Excellent | Excellent | 35 | 100.0 |
November 2002 | Poor | Poor | Poor | Poor | 35 | 30.0 |
October 2000 | Poor | Poor | Poor | Poor | 35 | 30.0 |
November 1998 | Poor | Poor | Poor | Poor | 35 | 30.0 |
August 1996 | Poor | Poor | Poor | Poor | 35 | 22.9 |
December 1994 | Poor | Poor | Poor | Poor | 35 | 22.9 |
September 1992 | Poor | Poor | Poor | Poor | 35 | 30.3 |
November 1990 | Poor | Poor | Poor | Poor | 35 | 30.3 |