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IS 35 S over CST CHARLOTTE ST

Map 

Coordinates:
+39.10637, -94.57359
39°06'23" N, 94°34'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IS 35 S over CST CHARLOTTE ST
Structure number:6504
Old structure number:L 781R2 3 (from 1992 edition)
Location:S 32 T 50 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:63.0 ft. [19.2 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:28,577 [as of 2014]
Truck traffic:10% 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: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:85.1 tons [77.4 metric tons]
Inventory rating:51.5 tons [46.8 metric tons]
Sufficiency rating:90.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201590.6Not deficientGoodGoodGood28577
September 201390.6Not deficientSatisfactoryGoodGood28577
September 201187.4Structurally deficientSeriousSatisfactorySatisfactory31285
February 201090.9Functionally obsoleteFairSatisfactorySatisfactory41644
January 200891.0Functionally obsoleteFairSatisfactorySatisfactory41065
November 200592.4Functionally obsoleteSatisfactorySatisfactorySatisfactory33534
September 200392.4Functionally obsoleteSatisfactorySatisfactorySatisfactory33235
October 200196.0Not deficientSatisfactorySatisfactorySatisfactory42619
September 199990.0Functionally obsoleteSatisfactorySatisfactoryGood40577
September 199890.0Functionally obsoleteSatisfactorySatisfactoryGood40577
September 199790.0Functionally obsoleteSatisfactorySatisfactoryGood40577
September 199690.6Functionally obsoleteSatisfactorySatisfactoryGood34092
October 199491.4Functionally obsoleteSatisfactorySatisfactoryGood33163
November 199391.2Functionally obsoleteSatisfactorySatisfactoryGood35119
January 199391.2Functionally obsoleteSatisfactorySatisfactoryGood35119
199241.2Structurally deficient---33200