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HARRY ST. over I35 E&W LANES & CANAL

Map 

Coordinates:
+37.66447, -97.31221
37°39'52" N, 97°18'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARRY ST. over I35 E&W LANES & CANAL
Structure number:999913500872951
Location:JCT. I35 & HARRY ST
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:98.1 ft. [29.9 m]
Total length:380.6 ft. [116.0 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
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:24,980 [as of 2003]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Better than present minimum criteria [7]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:95.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,024,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201495.6Not deficientGoodGoodGood24980
August 201295.6Not deficientGoodGoodGood24980
September 201095.6Not deficientGoodGoodGood24980
August 200895.6Not deficientGoodGoodGood24980
August 200695.6Not deficientGoodGoodGood24980
August 200496.3Not deficientGoodGoodGood17516
August 200296.3Not deficientGoodGoodGood17516
May 200096.3Not deficientGoodGoodGood17516
September 199896.3Not deficientVery GoodGoodGood17516
March 199694.3Not deficientSatisfactorySatisfactorySatisfactory17516
August 199494.7Not deficientSatisfactorySatisfactorySatisfactory17516
March 199295.7Not deficientSatisfactoryGoodSatisfactory17516
May 199095.7Not deficientGoodGoodSatisfactory17516