CAMP LINCOLN RD over SPRING CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.82274, -89.6748939°49'22" N, 89°40'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAMP LINCOLN RD over SPRING CREEK |
Structure number: | 084322000000000 |
Old structure number: | 000084322018696 (from 1992 edition) |
Location: | 0.59 MI S TR 2W |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 84.0 ft. [25.6 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1941 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 900 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 2.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $147,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2016 | Poor | Serious | Serious | Critical | 900 | 2.6 |
March 2014 | Poor | Serious | Serious | Critical | 900 | 2.6 |
March 2012 | Poor | Serious | Serious | Critical | 900 | 2.6 |
September 2011 | Poor | Poor | Poor | Poor | 700 | 16.4 |
March 2010 | Poor | Poor | Poor | Poor | 700 | 38.0 |
January 2008 | Poor | Fair | Poor | Poor | 700 | 40.1 |
February 2006 | Poor | Fair | Fair | Poor | 700 | 47.3 |
February 2003 | Poor | Fair | Fair | Poor | 759 | 45.7 |
May 2001 | Poor | Fair | Fair | Poor | 759 | 45.7 |
May 1999 | Poor | Fair | Fair | Poor | 759 | 45.7 |
February 1997 | Poor | Fair | Fair | Poor | 125 | 52.4 |
March 1995 | Poor | Fair | Fair | Poor | 125 | 51.4 |
January 1993 | Poor | Fair | Fair | Poor | 150 | 51.4 |
March 1991 | Poor | Fair | Fair | Poor | 150 | 52.4 |