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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 2014 

Status:Open, no restriction [A]
Average daily traffic:580 [as of 2012]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201484.6Not deficientFairFairSatisfactory580
June 201296.9Not deficientSatisfactorySatisfactoryGood580
July 201097.9Not deficientSatisfactorySatisfactoryGood580
August 200898.3Not deficientGoodSatisfactoryVery Good470
September 200798.3Not deficientGoodSatisfactoryVery Good470
September 200598.4Not deficientGoodSatisfactoryVery Good450
September 200398.4Not deficientVery GoodVery GoodVery Good450
October 200198.3Not deficientVery GoodVery GoodVery Good460
April 200098.3Not deficientVery GoodVery GoodVery Good460
June 199898.3Not deficientVery GoodVery GoodVery Good460
September 199798.1Not deficientVery GoodVery GoodVery Good520
July 199698.1Not deficientVery GoodVery GoodVery Good520
May 199598.1Not deficientVery GoodVery GoodVery Good520
March 199498.6Not deficientVery GoodVery GoodVery Good390
August 199298.6Not deficientVery GoodVery GoodVery Good390
May 199198.6Not deficientVery GoodVery GoodVery Good390