Share:

CTH P over RULLAND COULEE CREEK

Map 

Coordinates:
+43.72480, -90.90610
43°43'29" N, 90°54'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH P over RULLAND COULEE CREEK
Structure number:B62020900000000
Location:5.5M N JCT STH 27
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:42.0 ft. [12.8 m]
Total length:86.6 ft. [26.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2002
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:330 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:84.4 tons [76.7 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201499.9Not deficientGoodGoodVery Good330
November 201299.9Not deficientVery GoodVery GoodVery Good330
December 201099.9Not deficientExcellentExcellentVery Good330
December 200899.9Not deficientExcellentExcellentVery Good330
December 200699.9Not deficientExcellentExcellentVery Good330
December 200499.9Not deficientExcellentExcellentVery Good330
December 200299.9Not deficientExcellentExcellentVery Good330