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CTH G over EAGLE CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH G over EAGLE CREEK
Structure number:B06006000000000
Location:3.1M W JCT STH 95
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:303 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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 the assessed or calculated scour condition. [8]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:81.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201681.7GoodGoodGoodVery Good-303
October 201481.7GoodGoodGoodVery Good-280
October 201282.7GoodGoodGoodVery Good-280
October 201082.7GoodGoodGoodVery Good-280
November 200882.7GoodGoodGoodVery Good-280
December 200782.7GoodGoodGoodVery Good-280
October 200682.7GoodGoodGoodVery Good-280
October 200482.7GoodVery GoodVery GoodVery Good-280
October 200282.7GoodVery GoodVery GoodVery Good-280
September 200082.7GoodVery GoodVery GoodVery Good-280
September 199882.7GoodVery GoodVery GoodVery Good-280
March 199681.5GoodVery GoodVery GoodVery Good-420
March 199480.5GoodVery GoodVery GoodVery Good-420
June 199292.9GoodVery GoodVery GoodVery Good-80
February 199092.9GoodVery GoodVery GoodVery Good-80