CH11 PUMP FACTORY over FIVE MILE BRANCH
Map
Coordinates:
+41.76594, -89.4964941°45'57" N, 89°29'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CH11 PUMP FACTORY over FIVE MILE BRANCH |
Structure number: | 052359100000000 |
Old structure number: | 000052359111994 (from 1992 edition) |
Location: | 0.5 MI N OF US 30 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 70.9 ft. [21.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2012] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Operating rating: | 48.1 tons [43.7 metric tons] |
Inventory rating: | 28.8 tons [26.2 metric tons] |
Sufficiency rating: | 81.2 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2017 | 81.2 | Good | Good | Good | Good | - | 200 |
February 2015 | 81.2 | Good | Good | Good | Good | - | 200 |
February 2013 | 81.7 | Good | Good | Good | Good | - | 200 |
March 2011 | 81.7 | Fair | Satisfactory | Good | Good | - | 200 |
March 2009 | 81.7 | Fair | Satisfactory | Good | Good | - | 200 |
January 2007 | 81.7 | Fair | Satisfactory | Good | Good | - | 225 |
February 2005 | 77.0 | Good | Good | Good | Good | - | 325 |
July 2003 | 77.0 | Good | Good | Good | Good | - | 325 |
September 2001 | 77.0 | Fair | Very Good | Satisfactory | Satisfactory | - | 325 |
August 1999 | 77.0 | Fair | Very Good | Satisfactory | Satisfactory | - | 350 |
May 1998 | 77.0 | Fair | Very Good | Satisfactory | Satisfactory | - | 350 |
September 1995 | 76.0 | Fair | Very Good | Satisfactory | Satisfactory | - | 350 |
September 1993 | 76.0 | Fair | Very Good | Satisfactory | Satisfactory | - | 300 |
July 1991 | 76.0 | Fair | Very Good | Satisfactory | Satisfactory | - | 300 |