Share:

TOWNSHIP ROAD over PONCA CREEK

Map

Coordinates:
+42.82427, -98.40681
42°49'27" N, 98°24'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWNSHIP ROAD over PONCA CREEK
Structure number:C000808705
Location:2.5E .2S OF LYNCH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:78.1 ft. [23.8 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1994
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2003]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:75.8 tons [68.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:94.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201694.8GoodExcellentExcellentExcellent-10
September 201494.8GoodExcellentExcellentExcellent-10
September 201297.0GoodExcellentExcellentExcellent-10
September 201097.0GoodExcellentExcellentExcellent-10
December 200897.0GoodExcellentExcellentExcellent-10
September 200697.0GoodExcellentExcellentExcellent-10
August 200497.0GoodExcellentExcellentExcellent-10
November 200297.0GoodExcellentExcellentExcellent-10
December 200197.0GoodExcellentExcellentExcellent-10
September 199997.0GoodExcellentExcellentExcellent-10
September 199797.0GoodExcellentExcellentExcellent-10
November 199597.0GoodExcellentExcellentExcellent-10
November 199497.0GoodExcellentExcellentExcellent-10
October 199216.6PoorPoorSeriousPoorSD10
July 199016.6PoorPoorSeriousPoorSD10