Share:

IS 29 S over CST TIFFANY SPRINGS PKWY

Map 

Coordinates:
+39.27345, -94.66937
39°16'24" N, 94°40'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IS 29 S over CST TIFFANY SPRINGS PKWY
Structure number:1969
Location:S 36 T 52 N R 34 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:54.1 ft. [16.5 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: October 2014 

Status:Posted for load [P]
Average daily traffic:29,804 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201490.5Functionally obsoleteSatisfactorySatisfactoryGood29804
October 201290.5Functionally obsoleteSatisfactorySatisfactoryGood30322
December 201090.4Functionally obsoleteSatisfactorySatisfactoryGood30025
January 200990.4Functionally obsoleteSatisfactorySatisfactoryGood30328
November 200690.4Functionally obsoleteSatisfactorySatisfactoryGood30690
October 200490.6Functionally obsoleteSatisfactorySatisfactoryGood26089
February 200394.5Not deficientSatisfactorySatisfactoryGood29516
February 200294.5Not deficientSatisfactorySatisfactoryGood29575