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RP IS70E TO IS35S over CST EIGHTH ST, UP & KCT,

Map 

Coordinates:
+39.10612, -94.59422
39°06'22" N, 94°35'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP IS70E TO IS35S over CST EIGHTH ST, UP & KCT,
Structure number:923
Old structure number:A1129A 2 (from 1992 edition)
Location:S 31 T 49 N R 34 W
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:162.4 ft. [49.5 m]
Total length:1131.9 ft. [345.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Owner:State Highway Agency [01]
Year built:1967
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:10
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:3,385 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:104.0 tons [94.5 metric tons]
Inventory rating:62.4 tons [56.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:38.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,939,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201538.4Structurally deficientSatisfactoryCriticalGood3385
April 201397.8Not deficientSatisfactoryGoodGood3385
April 201197.7Not deficientSatisfactoryGoodGood5500
February 201096.8Not deficientSatisfactoryGoodGood25896
January 200896.7Not deficientSatisfactoryGoodGood26265
November 200596.7Not deficientSatisfactoryGoodGood26495
September 200396.7Not deficientSatisfactoryGoodGood27115
October 200194.7Functionally obsoleteSatisfactoryGoodGood26609
September 199890.4Functionally obsoleteSatisfactoryGoodGood26609
September 199786.5Functionally obsoleteSatisfactoryGoodGood26609
September 199688.2Functionally obsoleteSatisfactoryGoodGood19710
September 199588.3Functionally obsoleteSatisfactoryGoodGood19710
October 199488.5Functionally obsoleteSatisfactoryGoodGood19140
November 199388.5Functionally obsoleteSatisfactoryGoodGood19140
October 199289.5Functionally obsoleteSatisfactoryGoodGood19140
November 199189.5Functionally obsoleteSatisfactoryGoodGood19140