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MO 152 W over CST LINE CREEK PKWY

Map 

Coordinates:
+39.25416, -94.61699
39°15'15" N, 94°37'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MO 152 W over CST LINE CREEK PKWY
Structure number:3029
Old structure number:A3634 3 (from 1992 edition)
Location:S 4 T 51 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:60.0 ft. [18.3 m]
Total length:188.0 ft. [57.3 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1995
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:4
Main spans material:Prestressed concrete continuous [6]
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:13,910 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:99.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201499.4Not deficientGoodVery GoodVery Good13910
October 201298.9Not deficientGoodVery GoodVery Good23861
December 201098.3Not deficientVery GoodVery GoodVery Good14832
February 200998.3Not deficientVery GoodVery GoodVery Good14685
November 200698.4Not deficientVery GoodVery GoodVery Good13392
September 200498.5Not deficientVery GoodVery GoodExcellent10355
February 200399.5Not deficientVery GoodVery GoodExcellent10103
February 200299.9Not deficientVery GoodVery GoodExcellent2869
October 199999.7Not deficientVery GoodVery GoodExcellent2860
September 199899.7Not deficientVery GoodVery GoodExcellent2860
November 199799.7Not deficientExcellentExcellentExcellent2860
November 199699.8Not deficientExcellentExcellentExcellent2653