Share:

CENTRAL over EAST BRANCH DRY CREEK

Map 

Coordinates:
+37.69380, -97.26751
37°41'38" N, 97°16'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTRAL over EAST BRANCH DRY CREEK
Structure number:430400876400090
Location:CENTRAL AT BROOKSIDE
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]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Year reconstructed:2002
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:22,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:87.8 tons [79.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:82.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201582.4Not deficient---22500
October 201382.4Not deficient---22500
September 201175.3Functionally obsolete---22500
November 200975.3Not deficient---22500
July 200775.3Not deficient---22500
November 200249.1Functionally obsoleteSatisfactorySatisfactoryGood25026
February 200049.1Functionally obsoleteSatisfactorySatisfactoryGood25026
March 199748.9Functionally obsoleteSatisfactorySatisfactoryGood25865
January 199549.8Functionally obsolete---25803
April 199376.5Functionally obsolete---25803
May 199178.6Functionally obsolete---24613