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CENTRAL over WEST BRANCH GYPSUM CREEK

Map 

Coordinates:
+37.69383, -97.24884
37°41'38" N, 97°14'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTRAL over WEST BRANCH GYPSUM CREEK
Structure number:430400876400100
Location:CENTRAL AT BROADMOOR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:42.0 ft. [12.8 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:21,000 [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: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:33.9 tons [30.8 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:59.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$230,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201559.2Not deficient---21000
October 201359.2Not deficient---21000
September 201171.6Functionally obsolete---21000
November 200976.0Not deficient---21000
July 200754.5Functionally obsolete---21000
November 200251.9Functionally obsolete---22250
February 200051.9Functionally obsolete---22250
March 199750.1Functionally obsolete---21722
January 199550.5Functionally obsolete---21000
May 199372.9Functionally obsolete---21092
May 199172.9Functionally obsolete---21092