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53RD STREET NORTH over LITTLE ARKANSAS RIVER

Map 

Coordinates:
+37.78136, -97.35833
37°46'53" N, 97°21'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:53RD STREET NORTH over LITTLE ARKANSAS RIVER
Structure number:4304008766LAR10
Location:53RD ST. N @ PORTER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:78.7 ft. [24.0 m]
Total length:219.2 ft. [66.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 2006]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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: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]
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:83.8 tons [76.2 metric tons]
Sufficiency rating:81.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201581.2Not deficientGoodVery GoodVery Good6200
October 201381.2Not deficientGoodVery GoodVery Good6200
November 201179.1Functionally obsoleteVery GoodVery GoodVery Good6200
November 200979.1Not deficientVery GoodVery GoodVery Good6200
August 200779.1Not deficientVery GoodVery GoodVery Good6200
December 20023.3Structurally deficient---4662
February 200065.3Functionally obsoleteGoodSatisfactoryGood4662