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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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201591.0Not deficientVery GoodVery GoodVery Good830
October 201391.0Not deficientVery GoodVery GoodVery Good830
October 201191.0Not deficientVery GoodVery GoodVery Good830
September 200991.0Not deficientVery GoodVery GoodVery Good830
September 200791.0Not deficientVery GoodVery GoodVery Good830
September 200591.0Not deficientVery GoodVery GoodVery Good810
December 200398.7Not deficientVery GoodVery GoodVery Good630
December 200198.6Not deficientVery GoodVery GoodVery Good720
November 199990.9Not deficientVery GoodVery GoodVery Good980
December 199790.9Not deficientVery GoodVery GoodVery Good980
December 199522.5Structurally deficientGoodGoodCritical580