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I35 HWY, NB over TURKEY CREEK, NALL AVE

Map 

Coordinates:
+39.04714, -94.64893
39°02'50" N, 94°38'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I35 HWY, NB over TURKEY CREEK, NALL AVE
Structure number:999903501050041
Location:0.56 MI NE JO COLN, NB
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.0 ft. [19.8 m]
Total length:235.2 ft. [71.7 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:59,500 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:66.9 tons [60.8 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:87.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$509,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201487.2Not deficientGoodVery GoodVery Good59500
June 201285.2Not deficientGoodVery GoodVery Good54650
June 201083.8Not deficientGoodVery GoodVery Good58500
June 200883.8Not deficientGoodVery GoodVery Good58000
June 200683.7Not deficientGoodVery GoodVery Good57500
July 200483.5Not deficientGoodVery GoodVery Good61500
May 200282.5Not deficientGoodVery GoodVery Good57500
May 200082.2Not deficientGoodVery GoodVery Good60715
June 199882.2Not deficientGoodVery GoodVery Good60715
October 199683.6Not deficientGoodVery GoodVery Good47400
August 199491.3Not deficientGoodVery GoodVery Good47975
November 199289.6Not deficientGoodVery GoodVery Good43040
June 199086.0Not deficientGoodVery GoodVery Good36940