+42.59426, -96.77152
42°35'39" N, 96°46'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:C002612510P
Location:2N 2.5W OF PONCA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Operating rating:82.8 tons [75.3 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201596.8GoodGoodVery GoodVery Good-10
October 201396.8GoodGoodVery GoodVery Good-10
October 201196.0FairFairVery GoodVery Good-10
October 200997.0FairFairExcellentExcellent-10
October 200797.0FairFairExcellentExcellent-10
October 200597.0FairFairExcellentExcellent-10
November 200397.0FairFairExcellentExcellent-10
November 200197.0GoodExcellentExcellentExcellent-10
November 199997.0GoodExcellentExcellentExcellent-10
November 199797.0GoodExcellentExcellentExcellent-10
November 199597.0GoodExcellentExcellentExcellent-10
October 199497.0GoodExcellentExcellentExcellent-10
November 199297.0GoodExcellentExcellentExcellent-10