+42.38465, -97.00671
42°23'05" N, 97°00'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:N116 over LOGAN CREEK
Structure number:S116 00062
Location:1SW CONCORD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:126.0 ft. [38.4 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:985 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
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]
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:32.9 tons [29.9 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:46.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201546.2PoorPoorFairSatisfactorySD985
May 201447.7PoorPoorFairGoodSD985
June 201346.1PoorPoorFairGoodSD985
April 201245.9PoorPoorFairGoodSD1070
April 201046.0PoorPoorFairGoodSD870
December 200919.9PoorPoorCriticalGoodSD870
September 200849.6PoorPoorFairFairSD800
August 200755.9PoorPoorFairGoodSD800
March 200469.9FairSatisfactorySatisfactoryGood-840
September 200269.9FairSatisfactoryGoodGood-815
March 200069.9FairSatisfactoryGoodGood-870
April 199868.9FairSatisfactoryGoodGood-870
April 199669.9FairSatisfactoryGoodGood-915
March 199476.3FairSatisfactoryGoodGood-700
March 199276.3FairSatisfactoryGoodGood-550
February 199076.3FairSatisfactoryGoodGood-550