I670 EB HIGHWAY over 169(7TH ST) & WB I-70 RP


+39.09398, -94.62610
39°05'38" N, 94°37'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I670 EB HIGHWAY over 169(7TH ST) & WB I-70 RP
Structure number:999967001052421
Location:0.36 MI E MILL ST.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:167.0 ft. [50.9 m]
Total length:1454.8 ft. [443.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1990
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:14
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:25,400 [as of 2015]
Truck traffic:8% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 not over waterway. [N]
Operating rating:63.3 tons [57.5 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:91.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,810,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201691.5GoodGoodGoodGoodFO25400
April 201591.4GoodGoodGoodGoodFO26100
May 201491.4GoodGoodGoodVery GoodFO26100
April 201394.7GoodGoodGoodVery Good-24100
July 201294.8GoodGoodGoodVery Good-23550
June 201191.6GoodGoodVery GoodGoodFO24600
June 201091.6GoodGoodVery GoodVery GoodFO24600
May 200991.6GoodGoodVery GoodVery GoodFO24350
June 200891.5GoodGoodVery GoodVery GoodFO25150
October 200791.5GoodGoodVery GoodVery GoodFO25450
July 200691.7GoodGoodVery GoodVery GoodFO23550
June 200591.4GoodGoodVery GoodVery GoodFO26450
December 200491.5GoodGoodGoodGoodFO25200
June 200394.9GoodVery GoodVery GoodVery Good-22550
June 200294.6GoodVery GoodVery GoodVery Good-25040
November 200194.7GoodVery GoodVery GoodVery Good-24280
March 200094.7GoodVery GoodVery GoodVery Good-24280
December 199994.7GoodVery GoodVery GoodVery Good-24280
October 199894.7GoodVery GoodVery GoodVery Good-24280
August 199794.7GoodVery GoodVery GoodVery Good-24280
March 199694.9GoodVery GoodVery GoodVery Good-22057
February 199593.6GoodVery GoodVery GoodVery Good-2175
June 199392.6GoodVery GoodVery GoodGood-15075
August 199194.6GoodVery GoodVery GoodVery Good-18705

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.10,1509,76838200
Steel Protective Coatingsq. ft.43,01330,64711,828430108
Reinforced Concrete Decksq. ft.81,20080,38881200
Wearing Surfacessq. ft.81,20079,1432,045120
Reinforced Concrete Columneach1111000
Reinforced Concrete Abutmentlinear ft.112112000
Steel Pier Caplinear ft.8076310
Reinforced Concrete Pier Caplinear ft.5044851900
Strip Seal Jointlinear ft.168158802
Assembly with Sealeach1121001020
Movable Bearingeach5656000
Fixed Bearingeach4242000
Pot Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,9002,896400