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I35 HWY, NB over TURKEY CR, MILL STREET

Map

Coordinates:
+39.05543, -94.63129
39°03'20" N, 94°37'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I35 HWY, NB over TURKEY CR, MILL STREET
Structure number:999903501050081
Location:1.01 MI NE US69SL
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:71.9 ft. [21.9 m]
Total length:395.4 ft. [120.5 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1988
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:7
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:52,000 [as of 2015]
Truck traffic:6% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:61.9 tons [56.3 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:91.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$845,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201691.0GoodGoodGoodGood-52000
June 201489.8GoodGoodGoodGood-54000
June 201290.2GoodGoodVery GoodGood-49900
June 201091.9GoodGoodVery GoodGood-54000
June 200892.0GoodGoodVery GoodVery Good-53500
June 200690.0GoodGoodVery GoodVery Good-52000
July 200489.7GoodGoodVery GoodVery Good-55500
May 200289.9GoodGoodVery GoodVery Good-53500
May 200089.5GoodGoodVery GoodVery Good-56865
June 199889.5GoodGoodVery GoodVery Good-56865
November 199682.7GoodGoodVery GoodVery Good-45560
August 199492.4GoodGoodVery GoodVery Good-47405
February 199294.7GoodGoodVery GoodVery Good-43790
June 199091.1GoodVery GoodVery GoodVery Good-37710

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5,1095,00010900
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.24,50222,0032,450490
Wearing Surfacessq. ft.24,50222,0032,450490
Substructure
Reinforced Concrete Columneach1816110
Reinforced Concrete Pier Walllinear ft.151151000
Reinforced Concrete Abutmentlinear ft.154150040
Reinforced Concrete Pier Caplinear ft.439439000
Bearings
Elastomeric Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.790785050