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EVERETT STREET over BRENNER HEIGHTS CREEK

Map 

Coordinates:
+39.12092, -94.72079
39°07'15" N, 94°43'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EVERETT STREET over BRENNER HEIGHTS CREEK
Structure number:514301050000008
Location:6140 EVERETT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.8 ft. [4.2 m]
Total length:44.0 ft. [13.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2008
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:950 [as of 2004]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:59.8 tons [54.4 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---950
June 201399.9Not deficient---950
March 201199.9Not deficient---950
March 200999.9Not deficient---950
March 200724.8Structurally deficientFairCriticalFair1292
March 200523.7Structurally deficientSatisfactoryCriticalFair1292
October 200146.2Structurally deficientSatisfactoryPoorSatisfactory1292
November 199959.0Not deficientSatisfactoryFairSatisfactory1292
August 199769.3Not deficientSatisfactorySatisfactorySatisfactory1292
November 199569.1Not deficientSatisfactorySatisfactorySatisfactory1292
November 199369.1Not deficientSatisfactorySatisfactoryGood1292
August 199168.1Not deficientSatisfactorySatisfactoryGood1248