CH 1 LOST NATION R over FRANKLIN CREEK

Map

Coordinates:
+41.89179, -89.39554
41°53'30" N, 89°23'44" W

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]`

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

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