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PAWNEE over ARKANSAS RIVER

Map

Coordinates:
+37.65154, -97.34588
37°39'06" N, 97°20'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PAWNEE over ARKANSAS RIVER
Structure number:430400876250010
Location:PAWNEE AT MC LEAN BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:401.9 ft. [122.5 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1961
Year reconstructed:1992
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:9
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,000 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201594.6FairSatisfactorySatisfactorySatisfactory-19000
October 201394.6FairSatisfactoryGoodSatisfactory-19000
September 201195.6FairSatisfactoryGoodSatisfactory-19000
December 200995.6FairGoodGoodSatisfactory-19000
August 200795.6GoodGoodVery GoodVery Good-19000
November 200294.9GoodGoodGoodGood-21596
February 200094.9GoodGoodGoodGood-21596
March 199794.7GoodVery GoodVery GoodVery Good-22609
January 199595.2GoodVery GoodVery GoodVery Good-21282
April 199396.6GoodExcellentVery GoodVery Good-22920
May 199174.4PoorPoorVery GoodVery GoodSD22920