CH 1 LOST NATION R over FRANKLIN CREEK

Map

Coordinates:
+41.89121, -89.39566
41°53'28" 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]`
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	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2014	Good	Very Good	Very Good	Very Good	2150	85.6
March 2010	Good	Very Good	Very Good	Very Good	2150	85.6
March 2008	Good	Very Good	Very Good	Very Good	2150	85.6
January 2004	Good	Excellent	Excellent	Very Good	2200	85.5
September 2001	Fair	Satisfactory	Fair	Satisfactory	2200	15.2
August 1999	Fair	Satisfactory	Fair	Satisfactory	1850	59.7
June 1998	Fair	Satisfactory	Fair	Satisfactory	1850	59.7
August 1995	Fair	Satisfactory	Fair	Satisfactory	1850	59.7
September 1993	Fair	Satisfactory	Fair	Satisfactory	1900	59.6
July 1991	Fair	Satisfactory	Fair	Satisfactory	1900	59.6