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CH 8 over LICK CREEK

Map 

Coordinates:
+38.95813, -89.27106
38°57'29" N, 89°16'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CH 8 over LICK CREEK
Structure number:003304600000000
Old structure number:000003304632068 (from 1992 edition)
Location:1.75 M N OF MULBERRY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:86.6 ft. [26.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:775 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201690.8FairSatisfactorySatisfactoryVery Good-775
January 201290.8GoodVery GoodExcellentVery Good-800
January 200890.5GoodVery GoodExcellentExcellent-1050
April 200490.7GoodVery GoodExcellentExcellent-850
March 200190.7GoodVery GoodExcellentExcellent-850
January 199998.5GoodVery GoodExcellentExcellent-600
February 199799.0GoodExcellentExcellentExcellent-600