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EDGEMOOR over EAST BRANCH DRY CREEK

Map 

Coordinates:
+37.68192, -97.27127
37°40'55" N, 97°16'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EDGEMOOR over EAST BRANCH DRY CREEK
Structure number:5304008700DC160
Location:EDGEMOOR AT LEXINGTON
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:32.2 ft. [9.8 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1950
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:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:6,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:26.0 tons [23.6 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:53.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$200,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201553.2Structurally deficient---6500
October 201350.2Structurally deficient---6500
September 201148.9Structurally deficient---6500
November 200948.9Structurally deficient---6500
July 200748.9Structurally deficient---6500
November 200244.8Structurally deficient---10211
February 200044.7Functionally obsolete---10211
March 199744.4Functionally obsolete---10814
January 199545.0Functionally obsolete---9705
May 199377.3Functionally obsolete---9705
May 199180.0Functionally obsolete---9919