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CH 1 LOST NATION R over FRANKLIN CREEK

Map

Coordinates:
+41.89179, -89.39554
41°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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201485.6GoodVery GoodVery GoodVery Good-2150
March 201085.6GoodVery GoodVery GoodVery Good-2150
March 200885.6GoodVery GoodVery GoodVery Good-2150
January 200485.5GoodExcellentExcellentVery Good-2200
September 200115.2FairSatisfactoryFairSatisfactorySD2200
August 199959.7FairSatisfactoryFairSatisfactory-1850
June 199859.7FairSatisfactoryFairSatisfactory-1850
August 199559.7FairSatisfactoryFairSatisfactory-1850
September 199359.6FairSatisfactoryFairSatisfactory-1900
July 199159.6FairSatisfactoryFairSatisfactory-1900