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HARRY STREET over ARKANSAS RIVER

Map 

Coordinates:
+37.66461, -97.34645
37°39'53" N, 97°20'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARRY STREET over ARKANSAS RIVER
Structure number:53040087000AR40
Location:HARRY STREET AT MCLEAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.0 ft. [19.5 m]
Total length:400.0 ft. [121.9 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1975
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:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:11,800 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:66.9 tons [60.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201548.4Structurally deficientSatisfactoryPoorSatisfactory11800
October 201348.4Structurally deficientSatisfactoryPoorSatisfactory11800
September 201165.4Functionally obsoleteSatisfactorySatisfactoryFair11800
December 200976.9Functionally obsoleteSatisfactorySatisfactoryGood11800
August 200776.9Functionally obsoleteGoodGoodGood11800
November 200276.9Functionally obsoleteGoodGoodGood11814
February 200076.9Functionally obsoleteVery GoodGoodVery Good11814
March 199776.6Functionally obsoleteVery GoodGoodGood13024
January 199576.4Functionally obsoleteVery GoodGoodGood13362
May 199366.8Functionally obsoleteVery GoodVery GoodVery Good13362
May 199174.5Functionally obsoleteVery GoodVery GoodVery Good12532