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YALE AVENUE over THIRD STREET DRAIN

Map 

Coordinates:
+37.69527, -97.29352
37°41'43" N, 97°17'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:YALE AVENUE over THIRD STREET DRAIN
Structure number:530400870WDC340
Location:YALE AT SLEEPY HOLLOW
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.0 ft. [6.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
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:185 [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:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
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:22.0 tons [20.0 metric tons]
Inventory rating:13.0 tons [11.8 metric tons]
Sufficiency rating:64.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$125,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201564.6Fair6 out of 10-185
October 201364.6Fair6 out of 10-185
September 201154.6Fair5 out of 10-185
November 200954.6Fair5 out of 10-185
June 200754.6Fair5 out of 10-185
November 200254.6Fair5 out of 10-185
February 200064.5Fair6 out of 10-185
March 199764.5Fair6 out of 10-175
January 199564.3Fair6 out of 10-150
May 1993100.0Fair6 out of 10-142
September 1991100.0Good7 out of 10-142
June 1989100.0Good7 out of 10-142