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POLO STREET over EAST BRANCH DRY CREEK

Map 

Coordinates:
+37.70582, -97.26902
37°42'21" N, 97°16'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:POLO STREET over EAST BRANCH DRY CREEK
Structure number:5304008700DC210
Location:POLO AT KEVIN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:6.9 ft. [2.1 m]
Total length:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:250 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:47.9 tons [43.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:92.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201592.1Not deficient---250
October 201392.1Not deficient---250
September 201193.1Not deficient---250
November 200993.1Not deficient---250
July 200793.1Not deficient---250
November 200291.0Not deficient---210
February 200091.0Not deficient---210
March 199791.0Not deficient---200
January 199593.7Not deficient---200
May 1993100.0Not deficient---187
May 199197.1Not deficient---187