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STH 33 over CHEYENNE VALLEY CREEK

Map 

Coordinates:
+43.67957, -90.52108
43°40'46" N, 90°31'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 33 over CHEYENNE VALLEY CREEK
Structure number:B62006300000000
Location:2.4M E JCT CTH F
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:49.5 ft. [15.1 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1983
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: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:580 [as of 2014]
Truck traffic:22% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.4 tons [60.4 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:84.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201684.6FairFairFairSatisfactory-580
June 201484.6FairFairFairSatisfactory-580
June 201296.9FairSatisfactorySatisfactoryGood-580
July 201097.9FairSatisfactorySatisfactoryGood-580
August 200898.3FairGoodSatisfactoryVery Good-470
September 200798.3FairGoodSatisfactoryVery Good-470
September 200598.4FairGoodSatisfactoryVery Good-450
September 200398.4GoodVery GoodVery GoodVery Good-450
October 200198.3GoodVery GoodVery GoodVery Good-460
April 200098.3GoodVery GoodVery GoodVery Good-460
June 199898.3GoodVery GoodVery GoodVery Good-460
September 199798.1GoodVery GoodVery GoodVery Good-520
July 199698.1GoodVery GoodVery GoodVery Good-520
May 199598.1GoodVery GoodVery GoodVery Good-520
March 199498.6GoodVery GoodVery GoodVery Good-390
August 199298.6GoodVery GoodVery GoodVery Good-390
May 199198.6GoodVery GoodVery GoodVery Good-390