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US 30 over 5 MILE BRANCH CREEK

Map

Coordinates:
+41.75806, -89.50644
41°45'29" N, 89°30'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 30 over 5 MILE BRANCH CREEK
Structure number:052006600000000
Old structure number:000052006629611 (from 1992 edition)
Location:2.5 MI. W. OF IL 26
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:36.7 ft. [11.2 m]
Total length:116.8 ft. [35.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1993
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 continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,150 [as of 2013]
Truck traffic:25% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:66.3 tons [60.3 metric tons]
Sufficiency rating:97.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201497.9GoodGoodVery GoodVery Good-2150
January 201097.8GoodVery GoodVery GoodVery Good-2400
January 200697.1GoodVery GoodVery GoodVery Good-3700
January 200297.9GoodVery GoodVery GoodVery Good-2200
January 199897.8GoodVery GoodVery GoodVery Good-2250
February 199497.0GoodExcellentExcellentExcellent-1900