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PAWNEE over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.64992, -97.31032
37°38'60" N, 97°18'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PAWNEE over WICHITA DRAINAGE CANAL
Structure number:430400876250020
Location:PAWNEE AT I-135
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:72.2 ft. [22.0 m]
Deck width edge-to-edge:88.9 ft. [27.1 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1966
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:19,000 [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:Basically intolerable requiring high priority of corrrective action [3]
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:74.8 tons [68.0 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201591.2Functionally obsoleteGoodGoodVery Good19000
November 201391.2Functionally obsoleteGoodGoodVery Good19000
December 201191.2Functionally obsoleteGoodGoodVery Good19000
December 200991.2Functionally obsoleteGoodGoodVery Good19000
August 200786.0Functionally obsoleteVery GoodVery GoodVery Good19000
November 200285.6Functionally obsoleteVery GoodVery GoodVery Good21480
February 200085.6Functionally obsoleteVery GoodVery GoodVery Good21480
March 199785.1Functionally obsoleteGoodVery GoodVery Good24773
January 199587.5Not deficientGoodVery GoodVery Good21263
May 199387.5Not deficientVery GoodVery GoodVery Good21263
May 199189.0Not deficientVery GoodVery GoodVery Good24504