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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: September 2016 

Good/Fair/Poor Condition:Poor
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]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:41.8 tons [38.0 metric tons]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201648.4PoorSatisfactoryPoorSatisfactorySD11800
December 201548.4PoorSatisfactoryPoorSatisfactorySD11800
October 201348.4PoorSatisfactoryPoorSatisfactorySD11800
September 201165.4FairSatisfactorySatisfactoryFairFO11800
December 200976.9FairSatisfactorySatisfactoryGoodFO11800
August 200776.9GoodGoodGoodGoodFO11800
November 200276.9GoodGoodGoodGoodFO11814
February 200076.9GoodVery GoodGoodVery GoodFO11814
March 199776.6GoodVery GoodGoodGoodFO13024
January 199576.4GoodVery GoodGoodGoodFO13362
May 199366.8GoodVery GoodVery GoodVery GoodFO13362
May 199174.5GoodVery GoodVery GoodVery GoodFO12532