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SECOND STREET over EAST BRANCH DRY CREEK

Map 

Coordinates:
+37.69016, -97.26846
37°41'25" N, 97°16'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SECOND STREET over EAST BRANCH DRY CREEK
Structure number:5304008700DC180
Location:2ND ST AT BROOKSIDE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:7.9 ft. [2.4 m]
Total length:34.1 ft. [10.4 m]
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:2,000 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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]
Sufficiency rating:73.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$240,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201573.1Not deficient---2000
October 201373.1Not deficient---2000
September 201155.0Not deficient---2000
November 200955.0Not deficient---2000
July 200755.0Not deficient---2000
November 200272.5Not deficient---1900
February 200083.6Not deficient---1900
March 199784.8Not deficient---1813
January 199587.6Not deficient---1521
May 199395.1Not deficient---1521
May 199195.1Not deficient---1785