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OLD HWY 8 over RELIEF CHUQUATONCHEE CK

Map 

Coordinates:
+33.88720, -88.79137
33°53'14" N, 88°47'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HWY 8 over RELIEF CHUQUATONCHEE CK
Structure number:SA0900000000133
Location:SEC 5 T14S R 5E B
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:124.0 ft. [37.8 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:2000
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:4
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: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 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:98.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201598.5Not deficientVery GoodVery GoodVery Good560
October 201398.5Not deficientVery GoodVery GoodVery Good560
October 201198.5Not deficientVery GoodVery GoodVery Good560
September 200998.5Not deficientVery GoodVery GoodVery Good560
September 200798.5Not deficientVery GoodVery GoodVery Good560
September 200598.5Not deficientVery GoodVery GoodVery Good550
December 200398.6Not deficientVery GoodVery GoodVery Good440
December 200198.5Not deficientExcellentExcellentExcellent590
January 200198.5Not deficientExcellentExcellentExcellent500
November 199921.2Structurally deficientGoodGoodCritical500
February 199921.4Structurally deficientGoodGoodCritical480
December 199721.4Structurally deficientGoodGoodCritical480
December 199523.3Structurally deficientGoodGoodCritical390