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S CARONDOLET AV over WOLF LAKE CHANNEL

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S CARONDOLET AV over WOLF LAKE CHANNEL
Structure number:016652800000000
Old structure number:000016652833873 (from 1992 edition)
Location:12650 S & 3050 E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:56.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201556.0Structurally deficientVery GoodVery GoodPoor1800
September 201356.0Structurally deficientVery GoodVery GoodPoor1800
October 201181.0Functionally obsoleteVery GoodVery GoodVery Good2600
October 200984.0Not deficientVery GoodVery GoodVery Good509
October 200784.0Not deficientVery GoodVery GoodVery Good509
October 200584.0Not deficientVery GoodVery GoodVery Good509
October 200384.0Not deficientExcellentExcellentExcellent509
October 200184.0Not deficientExcellentExcellentExcellent509
October 199984.0Not deficientExcellentExcellentExcellent509