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MERIDIAN over BIG SLOUGH SOUTH

Map 

Coordinates:
+37.62961, -97.37071
37°37'47" N, 97°22'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MERIDIAN over BIG SLOUGH SOUTH
Structure number:430400876275010
Location:MERIDIAN AT 35TH SOUTH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:14.1 ft. [4.3 m]
Total length:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:11,960 [as of 2006]
Truck traffic:2% 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 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]
Pier/abutment protection:Navigation protection not required [1]
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:51.0 tons [46.4 metric tons]
Inventory rating:30.6 tons [27.8 metric tons]
Sufficiency rating:75.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$400,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201575.2Not deficient---11960
October 201375.2Not deficient---11960
September 201167.1Structurally deficient---11960
November 200967.1Structurally deficient---11960
June 200767.1Structurally deficient---11960
December 200265.4Structurally deficient---11145
February 200065.4Functionally obsolete---11145
March 199765.3Functionally obsolete---11427
January 199565.7Functionally obsolete---10144
April 199383.4Not deficient---10144
May 199193.3Not deficient---8961