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IS 70 E over CST LIBERTY ST, CST MULB

Map 

Coordinates:
+39.10167, -94.60333
39°06'06" N, 94°36'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IS 70 E over CST LIBERTY ST, CST MULB
Structure number:11938
Location:S 6 T 49 N R 33 W
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:158.1 ft. [48.2 m]
Total length:4487.1 ft. [1367.6 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance above deck:19.4 ft. [5.9 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1998
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:36,070 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Satisfactory [6 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: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:90.1 tons [81.9 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$27,722,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201574.8Functionally obsoleteSatisfactoryGoodGood36070
April 201374.8Functionally obsoleteGoodGoodVery Good36070
April 201174.9Functionally obsoleteGoodGoodVery Good34199
April 200974.8Functionally obsoleteGoodGoodVery Good34893
January 200874.9Functionally obsoleteGoodVery GoodVery Good34408
November 200574.9Not deficientExcellentExcellentExcellent34360
March 200474.9Not deficientExcellentExcellentExcellent34053
October 200174.9Not deficientExcellentExcellentExcellent33420