Share:

DONOHOO STREET over CONNOR CREEK

Map 

Coordinates:
+39.15892, -94.81774
39°09'32" N, 94°49'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DONOHOO STREET over CONNOR CREEK
Structure number:514301050000083
Location:10500 DONAHOO
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:17.1 ft. [5.2 m]
Total length:52.5 ft. [16.0 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:2007
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:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:1,230 [as of 2013]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:84.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201584.7Not deficient---1230
May 201384.4Not deficient---2200
March 201199.5Not deficient---2200
March 200999.5Not deficient---2200
March 200715.0Structurally deficientFairFairPoor200
March 200515.2Structurally deficientFairFairPoor180
October 200115.2Structurally deficientFairFairPoor180
November 199915.2Structurally deficientFairFairPoor180
August 199715.6Structurally deficientFairFairFair136
November 199515.7Structurally deficientFairFairSatisfactory136
November 199315.7Structurally deficientFairFairSerious136
August 199114.9Structurally deficientFairFairSerious220