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BROADWAY over CHISHOLM CREEK TRIB.

Map 

Coordinates:
+37.75334, -97.33599
37°45'12" N, 97°20'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROADWAY over CHISHOLM CREEK TRIB.
Structure number:430400876375010
Location:BROADWAY N. OF I-235
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:83.0 ft. [25.3 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Owner:City or Municipal Highway Agency [04]
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: December 2015 

Status:Posted for load [P]
Average daily traffic:6,000 [as of 2006]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:30.9 tons [28.1 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:72.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$110,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201572.1Not deficient---6000
October 201372.1Not deficient---6000
December 201171.0Not deficient---6000
November 200972.1Not deficient---6000
May 200772.1Not deficient---6000
December 200272.1Not deficient---5772
January 200072.1Not deficient---5772
February 199770.3Not deficient---9632
January 199569.6Not deficient---10114
May 199396.5Not deficient---2441
May 199193.5Not deficient---2441