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13TH STREET NORTH over ARKANSAS RIVER

Map 

Coordinates:
+37.70826, -97.36366
37°42'30" N, 97°21'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:13TH STREET NORTH over ARKANSAS RIVER
Structure number:5304008700AR100
Location:13TH ST AT MCLEAN BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:422.9 ft. [128.9 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1995
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:9
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:20,500 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:77.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$935,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201577.5Not deficientSatisfactorySatisfactoryGood20500
October 201377.5Not deficientSatisfactorySatisfactoryGood20500
September 201159.5Functionally obsoleteSatisfactoryVery GoodVery Good20500
December 200959.5Functionally obsoleteSatisfactoryVery GoodVery Good20500
August 200759.5Functionally obsoleteGoodVery GoodVery Good20500
November 200257.3Functionally obsoleteGoodGoodGood21548
February 200057.3Not deficientGoodGoodGood21548
March 199757.1Not deficientVery GoodGoodGood22162
January 199555.7Not deficientVery GoodGoodGood20510
May 199368.7Functionally obsoleteVery GoodGoodGood22497
May 199174.8Functionally obsoleteVery GoodVery GoodVery Good22497