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45TH ST. NORTH over MIDDLE FORK CHISHOLM CR

Map 

Coordinates:
+37.76667, -97.30833
37°46'00" N, 97°18'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:45TH ST. NORTH over MIDDLE FORK CHISHOLM CR
Structure number:530400870MFCC10
Location:45TH ST. N W OF HILLSIDE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.9 ft. [21.3 m]
Total length:162.7 ft. [49.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:70.8 tons [64.4 metric tons]
Sufficiency rating:87.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201587.8Not deficientGoodGoodVery Good1500
October 201386.8Not deficientGoodVery GoodVery Good1500
October 201186.8Not deficientVery GoodVery GoodVery Good1500
November 200998.9Not deficientVery GoodVery GoodVery Good1500
May 200799.9Not deficientGoodVery GoodVery Good1500