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, -89.67489
39°49'22" N, 89°40'30" W

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]`

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

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