Share:

I35 HWY, NB over TURKEY CREEK, NALL AVE

Map

Coordinates:
+39.04714, -94.64893
39°02'50" N, 94°38'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:57,000 [as of 2015]
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:87.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$509,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201687.4GoodGoodVery GoodVery Good-57000
June 201487.2GoodGoodVery GoodVery Good-59500
June 201285.2GoodGoodVery GoodVery Good-54650
June 201083.8GoodGoodVery GoodVery Good-58500
June 200883.8GoodGoodVery GoodVery Good-58000
June 200683.7GoodGoodVery GoodVery Good-57500
July 200483.5GoodGoodVery GoodVery Good-61500
May 200282.5GoodGoodVery GoodVery Good-57500
May 200082.2GoodGoodVery GoodVery Good-60715
June 199882.2GoodGoodVery GoodVery Good-60715
October 199683.6GoodGoodVery GoodVery Good-47400
August 199491.3GoodGoodVery GoodVery Good-47975
November 199289.6GoodGoodVery GoodVery Good-43040
June 199086.0GoodGoodVery GoodVery Good-36940

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,0972,0772000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.14,74114,44629500
Wearing Surfacessq. ft.14,74114,44629500
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Pier Walllinear ft.116116000
Reinforced Concrete Abutmentlinear ft.134134000
Reinforced Concrete Pier Caplinear ft.193193000
Bearings
Elastomeric Bearingeach2727000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.470470000