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I-70 EB HIGHWAY over 69 SB HWY (18TH STREET)

Map 

Coordinates:
+39.09600, -94.64934
39°05'46" N, 94°38'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-70 EB HIGHWAY over 69 SB HWY (18TH STREET)
Structure number:999907001052393
Location:I-70 / US-69 W JCT
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:103.0 ft. [31.4 m]
Total length:226.7 ft. [69.1 m]
Roadway width between curbs:77.8 ft. [23.7 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:19°
Owner:State Toll Authority [31]
Year built:1980
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:40,500 [as of 2014]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$607,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201592.0Functionally obsoleteGoodVery GoodGood40500
June 201392.0Functionally obsoleteVery GoodVery GoodGood40500
May 201187.7Functionally obsoleteSatisfactoryGoodGood35850
May 200988.1Functionally obsoleteSatisfactoryGoodGood35500
June 200788.1Functionally obsoleteSatisfactoryGoodGood39550
June 200586.9Functionally obsoleteGoodGoodGood37800
June 200386.9Functionally obsoleteGoodGoodGood37800
August 200187.9Functionally obsoleteGoodGoodGood35750
November 199987.9Functionally obsoleteGoodGoodGood38205
August 199776.4Functionally obsoleteGoodGoodGood36150
March 199593.0Functionally obsoleteGoodGoodGood30380
June 199394.0Functionally obsoleteGoodGoodGood27925
July 199094.0Functionally obsoleteGoodGoodGood29550