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MAPLE STREET over ARKANSAS RIVER

Map 

Coordinates:
+37.68093, -97.34190
37°40'51" N, 97°20'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAPLE STREET over ARKANSAS RIVER
Structure number:53040087000AR60
Location:MAPLE ST. AT MCLEAN BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:85.0 ft. [25.9 m]
Total length:387.2 ft. [118.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,100 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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:72.8 tons [66.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:94.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201594.4GoodGoodGoodGoodFO6100
November 201394.4GoodGoodGoodVery GoodFO6100
September 201180.3GoodGoodGoodVery GoodFO6100
December 200980.3GoodGoodGoodGoodFO6100
August 200780.3GoodGoodGoodGoodFO6100
November 200280.3GoodGoodGoodGood-6040
February 200080.3GoodVery GoodVery GoodVery Good-6040
March 199776.0FairSatisfactoryGoodGoodFO8492
January 199576.1FairSatisfactoryGoodGood-9287
May 199365.7FairSatisfactoryGoodGoodFO9287
May 199175.4FairSatisfactoryGoodGoodFO8204