CH 1 LOST NATION R over FRANKLIN CREEK
Map
Coordinates:
+41.89179, -89.3955441°53'30" N, 89°23'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CH 1 LOST NATION R over FRANKLIN CREEK |
Structure number: | 052369200000000 |
Old structure number: | 000052369212000 (from 1992 edition) |
Location: | 0.8 MI S OF OGLE CO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1957 |
Year reconstructed: | 2002 |
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: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2014
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,150 [as of 2012] |
Truck traffic: | 3% of total traffic |
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: | 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 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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 59.5 tons [54.1 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 85.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $717,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2014 | 85.6 | Good | Very Good | Very Good | Very Good | - | 2150 |
March 2010 | 85.6 | Good | Very Good | Very Good | Very Good | - | 2150 |
March 2008 | 85.6 | Good | Very Good | Very Good | Very Good | - | 2150 |
January 2004 | 85.5 | Good | Excellent | Excellent | Very Good | - | 2200 |
September 2001 | 15.2 | Fair | Satisfactory | Fair | Satisfactory | SD | 2200 |
August 1999 | 59.7 | Fair | Satisfactory | Fair | Satisfactory | - | 1850 |
June 1998 | 59.7 | Fair | Satisfactory | Fair | Satisfactory | - | 1850 |
August 1995 | 59.7 | Fair | Satisfactory | Fair | Satisfactory | - | 1850 |
September 1993 | 59.6 | Fair | Satisfactory | Fair | Satisfactory | - | 1900 |
July 1991 | 59.6 | Fair | Satisfactory | Fair | Satisfactory | - | 1900 |