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OLD HWY 8 over BELL CREEK

Map 

Coordinates:
+33.89853, -88.75100
33°53'55" N, 88°45'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HWY 8 over BELL CREEK
Structure number:SA0900000000128
Location:SEC 2 T14S R 5E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1997
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:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:830 [as of 2014]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:91.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201591.0GoodVery GoodVery GoodVery Good-830
October 201391.0GoodVery GoodVery GoodVery Good-830
October 201191.0GoodVery GoodVery GoodVery Good-830
September 200991.0GoodVery GoodVery GoodVery Good-830
September 200791.0GoodVery GoodVery GoodVery Good-830
September 200591.0GoodVery GoodVery GoodVery Good-810
December 200398.7GoodVery GoodVery GoodVery Good-630
December 200198.6GoodVery GoodVery GoodVery Good-720
November 199990.9GoodVery GoodVery GoodVery Good-980
December 199790.9GoodVery GoodVery GoodVery Good-980
December 199522.5PoorGoodGoodCriticalSD580