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RP IS35S TO SUMMIT over IS 35, CST 27TH ST

Map 

Coordinates:
+39.07854, -94.59403
39°04'43" N, 94°35'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP IS35S TO SUMMIT over IS 35, CST 27TH ST
Structure number:1403
Location:S 7 T 49 N R 33 W
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:102.0 ft. [31.1 m]
Total length:399.0 ft. [121.6 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:13,596 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:61.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201561.8Not deficientFairFairSatisfactory13596
September 201361.8Not deficientFairFairSatisfactory13596
September 201244.2Structurally deficientFairPoorGood12290
September 201144.2Structurally deficientFairPoorGood12290
February 201070.4Functionally obsoleteFairFairGood1090
January 200864.9Functionally obsoleteFairFairGood5500
December 200564.9Functionally obsoleteFairFairGood5500
October 200368.3Functionally obsoleteFairFairGood1142
October 200172.4Functionally obsoleteFairFairGood1121