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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

Good/Fair/Poor Condition:Fair
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. RatingConditionCulvert ConditionSD/FOADT
November 201573.1Fair6 out of 10-2000
October 201373.1Fair6 out of 10-2000
September 201155.0Fair5 out of 10-2000
November 200955.0Fair5 out of 10-2000
July 200755.0Fair5 out of 10-2000
November 200272.5Fair5 out of 10-1900
February 200083.6Fair6 out of 10-1900
March 199784.8Fair6 out of 10-1813
January 199587.6Fair6 out of 10-1521
May 199395.1Fair6 out of 10-1521
May 199195.1Good7 out of 10-1785