Share:

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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,095 [as of 2014]
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:49.5 tons [45.0 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201496.5Not deficientGoodGoodVery Good4095
July 201296.5Not deficientGoodGoodVery Good3967
September 201196.5Not deficientGoodGoodVery Good3967
February 201093.9Not deficientGoodGoodVery Good5500
January 200893.9Not deficientGoodGoodVery Good5500
December 200577.0Functionally obsoleteGoodGoodVery Good32663
March 200477.0Functionally obsoleteGoodGoodVery Good32372
October 200179.5Functionally obsoleteGoodGoodVery Good31770
September 199993.0Not deficientGoodGoodVery Good5211
September 199893.0Not deficientGoodGoodVery Good5211
September 199793.0Not deficientGoodGoodVery Good5211
September 199693.5Not deficientGoodGoodVery Good3860
September 199593.5Not deficientGoodGoodVery Good3860
October 199493.6Not deficientGoodGoodExcellent3750
November 199393.6Not deficientGoodGoodExcellent3750
October 199293.6Not deficientGoodGoodExcellent3750
November 199193.6Not deficientGoodGoodExcellent3750