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PONCA STREET over PONCA CREEK

Map

Coordinates:
+42.82923, -98.46243
42°49'45" N, 98°27'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PONCA STREET over PONCA CREEK
Structure number:M1485F2405
Location:LYNCH PONCA @ 2ND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:150 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:82.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201682.4GoodVery GoodVery GoodVery Good-150
September 201482.4GoodExcellentExcellentExcellent-150
September 201281.0GoodExcellentExcellentExcellent-150
September 201081.0GoodExcellentExcellentExcellent-150
December 200881.0GoodExcellentExcellentExcellent-150
September 200681.0GoodExcellentExcellentExcellent-150
August 200481.0GoodExcellentExcellentExcellent-150
November 200281.0GoodExcellentExcellentExcellent-150
December 200181.0GoodExcellentExcellentExcellent-150
September 199981.0GoodExcellentExcellentExcellent-150
September 199781.0GoodExcellentExcellentExcellent-150
December 199581.0GoodExcellentExcellentExcellent-150
August 199418.4PoorSatisfactorySeriousSatisfactorySD150
November 199218.4PoorSatisfactorySeriousSatisfactorySD150
October 199018.4PoorSatisfactorySeriousSatisfactorySD150