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CENTRAL over THIRD STREET DRAIN

Map 

Coordinates:
+37.69242, -97.29902
37°41'33" N, 97°17'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTRAL over THIRD STREET DRAIN
Structure number:430400876400070
Location:CENTRAL AT RUTAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:Low slump Concrete [4]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2009]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:24.5 tons [22.3 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:67.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$130,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201567.0Not deficient---18500
October 201367.0Not deficient---18500
September 201162.7Functionally obsolete---18500
December 200962.7Functionally obsolete---18500
November 200234.9Structurally deficient---13184
February 200085.6Not deficient---13184
March 199784.0Not deficient---22877
January 199583.5Not deficient---22283
April 199384.9Not deficient---22283
May 199194.3Not deficient---22698