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HUBBARD ST over HONEY CREEK

Map 

Coordinates:
+39.17949, -94.83937
39°10'46" N, 94°50'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HUBBARD ST over HONEY CREEK
Structure number:514301050000075
Location:11240 HUBBARD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.1 ft. [11.3 m]
Owner:County Highway Agency [02]
Year built:1995
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:313 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.9Not deficient---313
May 201399.9Not deficient---313
March 201199.9Not deficient---313
March 200999.9Not deficient---313
March 200799.9Not deficient---313
February 200599.9Not deficient---313
October 200199.9Not deficient---313
November 199999.9Not deficient---313
August 199799.9Not deficient---313
November 199599.9Not deficient---313
November 199320.6Structurally deficientSatisfactorySatisfactorySerious313
August 199122.8Structurally deficientSatisfactorySatisfactoryCritical107