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HOLLIDAY DRIVE over STREAM

Map 

Coordinates:
+39.05833, -94.74667
39°03'30" N, 94°44'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOLLIDAY DRIVE over STREAM
Structure number:514301050000284
Location:7150 HOLLIDAY DRIVE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:35.4 ft. [10.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:2,725 [as of 2013]
Truck traffic:40% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.6Not deficient---2725
May 201399.5Not deficient---3340
March 201199.5Not deficient---3340
March 200999.5Not deficient---3340
March 200799.3Not deficient---4800
March 200599.3Not deficient---4800
October 200177.1Functionally obsoleteSatisfactorySatisfactorySatisfactory4800
November 199978.1Functionally obsoleteSatisfactorySatisfactorySatisfactory4800
August 199778.1Functionally obsoleteSatisfactorySatisfactorySatisfactory4800
November 199580.8Not deficientSatisfactorySatisfactorySatisfactory1079
November 199368.8Not deficientFairFairSatisfactory1079
August 199166.9Functionally obsoleteFairFairGood4551