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CTH YY over WHITE RIVER

Map 

Coordinates:
+44.02059, -89.24812
44°01'14" N, 89°14'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH YY over WHITE RIVER
Structure number:B69000800000000
Location:2.9M E JCT STH 22
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:62.3 ft. [19.0 m]
Total length:65.3 ft. [19.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:580 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Operating rating:66.4 tons [60.4 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:73.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201473.4Not deficientGoodVery GoodVery Good580
May 201281.4Not deficientVery GoodVery GoodVery Good580
June 201081.4Not deficientVery GoodVery GoodVery Good580
June 200881.4Not deficientVery GoodVery GoodVery Good580
May 200681.4Not deficientVery GoodVery GoodVery Good580
June 200482.5Not deficientVery GoodVery GoodVery Good380
June 200287.0Not deficientVery GoodVery GoodVery Good220
May 200087.0Not deficientVery GoodVery GoodVery Good220
May 199887.0Not deficientVery GoodVery GoodVery Good220
May 199687.0Not deficientVery GoodVery GoodVery Good220
May 199486.8Not deficientVery GoodVery GoodVery Good220
May 199286.8Not deficientVery GoodVery GoodVery Good220
May 199086.8Not deficientExcellentExcellentExcellent244