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TOWN LINE RD over STEWARD CREEK

Map

Coordinates:
+41.85299, -89.05374
41°51'11" N, 89°03'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWN LINE RD over STEWARD CREEK
Structure number:052400800000000
Old structure number:000052400801429 (from 1992 edition)
Location:0.5 MI N PERRY RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:79.1 ft. [24.1 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2008]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201784.0FairSatisfactorySatisfactoryFair-50
January 201595.0FairSatisfactorySatisfactoryVery Good-50
January 201395.0FairSatisfactorySatisfactoryVery Good-50
January 201195.0FairSatisfactorySatisfactoryVery Good-50
March 200995.0FairSatisfactorySatisfactoryVery Good-50
January 200795.0FairVery GoodSatisfactoryVery Good-59
January 200495.0GoodVery GoodGoodVery Good-59
August 199995.0GoodVery GoodVery GoodVery Good-50
September 199595.0GoodVery GoodVery GoodVery Good-50
September 199395.0GoodVery GoodVery GoodVery Good-49
July 199195.0GoodVery GoodVery GoodVery Good-49