Share:

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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,635 [as of 1994]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:81.5 tons [74.1 metric tons]
Inventory rating:48.8 tons [44.4 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201678.9GoodGoodGoodGood-8635
August 201478.9GoodVery GoodGoodGood-8635
August 201278.9GoodVery GoodGoodGood-8635
September 201078.9GoodVery GoodGoodGood-8635
August 200878.9FairVery GoodSatisfactorySatisfactory-8635
August 200680.0FairSatisfactorySatisfactorySatisfactory-8635
August 200480.1FairSatisfactorySatisfactorySatisfactory-7500
August 200281.1FairSatisfactorySatisfactorySatisfactory-7500
May 200080.1FairSatisfactorySatisfactorySatisfactory-7500
September 199880.1FairSatisfactoryGoodSatisfactory-7500
March 199678.1FairSatisfactoryGoodSatisfactory-7500
August 199478.3FairSatisfactoryGoodSatisfactory-7500
March 199280.3FairSatisfactoryGoodSatisfactory-7500
May 199080.3FairSatisfactoryGoodSatisfactory-7500