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CH 18,FAS 777 over EAST BR SHOAL CREEK

Map

Coordinates:
+38.98214, -89.41227
38°58'56" N, 89°24'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CH 18,FAS 777 over EAST BR SHOAL CREEK
Structure number:003303200000000
Old structure number:000003303206359 (from 1992 edition)
Location:5.50M N GREENVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:355.0 ft. [108.2 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:11
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:275 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:81.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201681.8GoodGoodGoodGood-275
January 201285.9GoodGoodGoodVery Good-200
January 200885.9GoodGoodGoodVery Good-200
April 200485.9GoodGoodGoodVery Good-250
March 200185.8GoodGoodGoodVery Good-250
February 199985.9GoodGoodGoodVery Good-150
March 199786.0GoodGoodGoodVery Good-150
March 199585.8GoodGoodGoodVery Good-150
March 199385.8GoodGoodGoodVery Good-150
March 199185.8GoodGoodGoodVery Good-150