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CENTRAL over EAST BRANCH GYPSUM CREEK

Map 

Coordinates:
+37.69363, -97.23186
37°41'37" N, 97°13'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTRAL over EAST BRANCH GYPSUM CREEK
Structure number:430400876400130
Location:CENTRAL 500FT E LINDEN DR
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:21.0 ft. [6.4 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
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:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:14,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:52.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$42,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201552.3Functionally obsolete---14500
October 201352.3Functionally obsolete---14500
September 201152.3Functionally obsolete---14500
November 200952.3Functionally obsolete---14500
July 200752.3Functionally obsolete---14500
November 200249.3Functionally obsolete---14163
February 200048.3Functionally obsolete---14163
March 199748.9Functionally obsolete---11219
January 199550.2Not deficient---11000
May 199378.0Functionally obsolete---10257
May 199178.8Functionally obsolete---11936