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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201580.2GoodGoodGoodVery Good-6000
October 201381.2GoodGoodGoodVery Good-6000
December 201181.2FairSatisfactoryGoodVery Good-6000
November 200998.6FairSatisfactoryGoodVery Good-6000
July 200798.6GoodGoodGoodVery Good-6000
December 200297.1GoodVery GoodVery GoodVery Good-3873
January 200059.6FairGoodSatisfactoryFairFO3873
February 199759.5FairGoodSatisfactoryFairFO4164
January 199563.8FairGoodGoodFair-2405
April 199380.1GoodGoodGoodGoodFO2405
September 199180.3GoodGoodGoodGood-498
June 198987.4GoodGoodGoodGood-498