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NIMS over LITTLE ARKANSAS RIVER

Map 

Coordinates:
+37.69496, -97.34887
37°41'42" N, 97°20'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NIMS over LITTLE ARKANSAS RIVER
Structure number:5304008700LAR20
Location:NIMS AT STACKMAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:52.2 ft. [15.9 m]
Total length:248.0 ft. [75.6 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1978
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: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:6,300 [as of 2006]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:37.0 tons [33.6 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:64.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201564.8FairSatisfactorySatisfactoryGood-6300
October 201364.8FairSatisfactoryGoodGood-6300
November 201164.8FairSatisfactoryGoodGood-6300
December 200964.8FairSatisfactoryGoodGood-6300
August 200765.8GoodGoodVery GoodGood-6300
November 200265.8GoodGoodVery GoodGood-6300
February 200065.8GoodGoodVery GoodVery Good-6300
March 199765.9GoodVery GoodVery GoodVery Good-6002
January 199566.7GoodVery GoodVery GoodVery Good-5787
May 199382.6GoodVery GoodVery GoodVery Good-4618
May 199182.6GoodVery GoodVery GoodVery Good-4618