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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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201577.5FairSatisfactorySatisfactoryGood-20500
October 201377.5FairSatisfactorySatisfactoryGood-20500
September 201159.5FairSatisfactoryVery GoodVery GoodFO20500
December 200959.5FairSatisfactoryVery GoodVery GoodFO20500
August 200759.5GoodGoodVery GoodVery GoodFO20500
November 200257.3GoodGoodGoodGoodFO21548
February 200057.3GoodGoodGoodGood-21548
March 199757.1GoodVery GoodGoodGood-22162
January 199555.7GoodVery GoodGoodGood-20510
May 199368.7GoodVery GoodGoodGoodFO22497
May 199174.8GoodVery GoodVery GoodVery GoodFO22497