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CH 11 over TRIB TO SHOAL CREEK

Map 

Coordinates:
+38.80638, -89.47575
38°48'23" N, 89°28'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CH 11 over TRIB TO SHOAL CREEK
Structure number:003303700000000
Old structure number:000003303713581 (from 1992 edition)
Location:3.5 MI E OPOCAHONTAS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1982
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 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: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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:94.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201694.0GoodVery GoodVery GoodVery Good-125
January 201293.9GoodVery GoodVery GoodVery Good-150
January 200894.0GoodVery GoodVery GoodVery Good-125
April 200493.9GoodVery GoodVery GoodVery Good-175
March 200193.9GoodVery GoodVery GoodVery Good-175
January 199993.9GoodVery GoodVery GoodVery Good-150
February 199794.0GoodVery GoodVery GoodVery Good-150
March 199594.0GoodVery GoodVery GoodVery Good-150
March 199394.0GoodVery GoodVery GoodVery Good-150
March 199194.0GoodVery GoodVery GoodVery Good-150