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RP IS670W TO WYOMI over CST LIBERTY ST, CST HICK

Map 

Coordinates:
+39.09769, -94.59960
39°05'52" N, 94°35'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP IS670W TO WYOMI over CST LIBERTY ST, CST HICK
Structure number:2692
Old structure number:A3140 3 (from 1992 edition)
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:153.2 ft. [46.7 m]
Total length:791.4 ft. [241.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1984
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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,106 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201696.8GoodGoodGoodVery Good-3106
July 201496.5GoodGoodGoodVery Good-4095
July 201296.5GoodGoodGoodVery Good-3967
September 201196.5GoodGoodGoodVery Good-3967
February 201093.9GoodGoodGoodVery Good-5500
January 200893.9GoodGoodGoodVery Good-5500
December 200577.0GoodGoodGoodVery GoodFO32663
March 200477.0GoodGoodGoodVery GoodFO32372
October 200179.5GoodGoodGoodVery GoodFO31770
September 199993.0GoodGoodGoodVery Good-5211
September 199893.0GoodGoodGoodVery Good-5211
September 199793.0GoodGoodGoodVery Good-5211
September 199693.5GoodGoodGoodVery Good-3860
September 199593.5GoodGoodGoodVery Good-3860
October 199493.6GoodGoodGoodExcellent-3750
November 199393.6GoodGoodGoodExcellent-3750
October 199293.6GoodGoodGoodExcellent-3750
November 199193.6GoodGoodGoodExcellent-3750