CH 11 over SHOAL CK


+38.80641, -89.49569
38°48'23" N, 89°29'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CH 11 over SHOAL CK
Structure number:003303300000000
Old structure number:000003303326225 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.1 ft. [17.7 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1977
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:125 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201689.9GoodVery GoodGoodGood-125
January 201289.9GoodVery GoodGoodGood-125
March 200989.9GoodVery GoodGoodGood-125
May 200589.9GoodVery GoodGoodGood-125
April 200489.8GoodVery GoodGoodGood-150
February 200189.8GoodVery GoodGoodGood-150
January 199989.9GoodVery GoodGoodGood-125
February 199789.9GoodVery GoodGoodGood-125
March 199589.1GoodVery GoodGoodGood-150
March 199389.1GoodVery GoodGoodGood-150
March 199189.1GoodVery GoodGoodGood-150