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119TH STREET WEST over CALFSKIN CREEK

Map 

Coordinates:
+37.67171, -97.48063
37°40'18" N, 97°28'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:119TH STREET WEST over CALFSKIN CREEK
Structure number:530400878056203
Location:119TH ST W .4 M S MAPLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:45.9 ft. [14.0 m]
Total length:252.6 ft. [77.0 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
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:6
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:6,000 [as of 2006]
Truck traffic:2% 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]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:80.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201580.2Not deficientGoodGoodVery Good6000
October 201381.2Not deficientGoodGoodVery Good6000
December 201181.2Not deficientSatisfactoryGoodVery Good6000
November 200998.6Not deficientSatisfactoryGoodVery Good6000
July 200798.6Not deficientGoodGoodVery Good6000
December 200297.1Not deficientVery GoodVery GoodVery Good3873
January 200059.6Functionally obsoleteGoodSatisfactoryFair3873
February 199759.5Functionally obsoleteGoodSatisfactoryFair4164
January 199563.8Not deficientGoodGoodFair2405
April 199380.1Functionally obsoleteGoodGoodGood2405
September 199180.3Not deficientGoodGoodGood498
June 198987.4Not deficientGoodGoodGood498