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OLD HWY 8 over RELIEF CHUQUATONCHEE CK

Map 

Coordinates:
+33.88889, -88.78917
33°53'20" N, 88°47'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HWY 8 over RELIEF CHUQUATONCHEE CK
Structure number:SA0900000000130
Location:SEC 4 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:31.2 ft. [9.5 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:560 [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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:98.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201598.5GoodVery GoodVery GoodVery Good-560
October 201398.5GoodVery GoodVery GoodVery Good-560
October 201198.5GoodVery GoodVery GoodVery Good-560
September 200998.5GoodVery GoodVery GoodVery Good-560
September 200798.5GoodVery GoodVery GoodVery Good-560
September 200598.5GoodVery GoodVery GoodVery Good-550
December 200398.6GoodVery GoodVery GoodVery Good-440
December 200198.5GoodVery GoodVery GoodVery Good-590
November 199998.5GoodVery GoodVery GoodVery Good-500
December 199798.6GoodVery GoodVery GoodVery Good-480
December 199523.3PoorVery GoodVery GoodCriticalSD390