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HARRY STREET over DRY CREEK

Map 

Coordinates:
+37.66467, -97.28000
37°39'53" N, 97°16'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARRY STREET over DRY CREEK
Structure number:5304008700DC100
Location:HARRY AT OLIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1971
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:21,200 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:56.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201556.6Not deficient---21200
October 201356.6Not deficient---21200
September 201150.1Functionally obsolete---21200
November 200970.9Not deficient---21200
July 200770.9Not deficient---21200
November 200270.2Not deficient---24798
February 200070.2Not deficient---24798
March 199770.1Not deficient---25169
January 199571.4Not deficient---25904
May 199396.4Not deficient---24270
May 199192.3Not deficient---24270