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MAIZE ROAD over CALFSKIN CREEK

Map 

Coordinates:
+37.67167, -97.45833
37°40'18" N, 97°27'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAIZE ROAD over CALFSKIN CREEK
Structure number:430400876025010
Location:MAIZE S. of hidden valley
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1985
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:17,400 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:76.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201576.9Not deficientSatisfactorySatisfactorySatisfactory17400
October 201377.9Not deficientSatisfactorySatisfactorySatisfactory17400
December 201177.9Not deficientGoodGoodGood17400
November 200977.9Not deficientGoodGoodGood17400
July 200777.9Not deficientGoodGoodGood17400
December 200280.0Not deficientSatisfactoryGoodGood10376
January 200080.0Not deficientSatisfactoryGoodGood10376
February 199780.0Not deficientGoodVery GoodVery Good10274
January 199581.4Not deficientVery GoodVery GoodVery Good5800
May 199388.7Not deficientVery GoodVery GoodVery Good4462
May 199198.7Not deficientVery GoodVery GoodVery Good4462