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N116 over LOGAN CREEK

Map 

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

Facts 

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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:46.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201546.2Structurally deficientPoorFairSatisfactory985
May 201447.7Structurally deficientPoorFairGood985
June 201346.1Structurally deficientPoorFairGood985
April 201245.9Structurally deficientPoorFairGood1070
April 201046.0Structurally deficientPoorFairGood870
December 200919.9Structurally deficientPoorCriticalGood870
September 200849.6Structurally deficientPoorFairFair800
August 200755.9Structurally deficientPoorFairGood800
March 200469.9Not deficientSatisfactorySatisfactoryGood840
September 200269.9Not deficientSatisfactoryGoodGood815
March 200069.9Not deficientSatisfactoryGoodGood870
April 199868.9Not deficientSatisfactoryGoodGood870
April 199669.9Not deficientSatisfactoryGoodGood915
March 199476.3Not deficientSatisfactoryGoodGood700
March 199276.3Not deficientSatisfactoryGoodGood550
February 199076.3Not deficientSatisfactoryGoodGood550