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MT VERNON ST over I135 HWY NB/SB -CANAL

Map 

Coordinates:
+37.65719, -97.31204
37°39'26" N, 97°18'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MT VERNON ST over I135 HWY NB/SB -CANAL
Structure number:999913500873071
Location:JCT MT VERNON & I35
Purpose:Carries highway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:106.6 ft. [32.5 m]
Total length:381.9 ft. [116.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1976
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:5
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:8,635 [as of 1994]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances 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:Meets minimum tolerable limits to be left in place as is [4]
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:80.9 tons [73.5 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:78.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$685,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201478.9Not deficientVery GoodGoodGood8635
August 201278.9Not deficientVery GoodGoodGood8635
September 201078.9Not deficientVery GoodGoodGood8635
August 200878.9Not deficientVery GoodSatisfactorySatisfactory8635
August 200680.0Not deficientSatisfactorySatisfactorySatisfactory8635
August 200480.1Not deficientSatisfactorySatisfactorySatisfactory7500
August 200281.1Not deficientSatisfactorySatisfactorySatisfactory7500
May 200080.1Not deficientSatisfactorySatisfactorySatisfactory7500
September 199880.1Not deficientSatisfactoryGoodSatisfactory7500
March 199678.1Not deficientSatisfactoryGoodSatisfactory7500
August 199478.3Not deficientSatisfactoryGoodSatisfactory7500
March 199280.3Not deficientSatisfactoryGoodSatisfactory7500
May 199080.3Not deficientSatisfactoryGoodSatisfactory7500