Share:

CTH P over WARNER CREEK

Map 

Coordinates:
+43.64547, -90.57287
43°38'44" N, 90°34'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH P over WARNER CREEK
Structure number:B62019000000000
Location:1.7M E JCT STH 131
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:49.5 ft. [15.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2001
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:110 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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: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 minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201498.9Not deficientVery GoodGoodVery Good110
September 201298.9Not deficientVery GoodVery GoodExcellent110
September 201098.9Not deficientVery GoodExcellentExcellent110
September 200898.9Not deficientVery GoodExcellentExcellent110
September 200698.9Not deficientVery GoodExcellentExcellent110
September 200498.9Not deficientExcellentExcellentExcellent110
September 200298.9Not deficientExcellentExcellentExcellent110
November 200198.8Not deficientExcellentExcellentExcellent110