Share:

PONCA STREET over PONCA CREEK

Map

Coordinates:
+42.83000, -98.46167
42°49'48" N, 98°27'42" 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]
Sufficiency rating:82.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodVery GoodVery GoodVery Good15082.4
September 2014GoodExcellentExcellentExcellent15082.4
September 2012GoodExcellentExcellentExcellent15081.0
September 2010GoodExcellentExcellentExcellent15081.0
December 2008GoodExcellentExcellentExcellent15081.0
September 2006GoodExcellentExcellentExcellent15081.0
August 2004GoodExcellentExcellentExcellent15081.0
November 2002GoodExcellentExcellentExcellent15081.0
December 2001GoodExcellentExcellentExcellent15081.0
September 1999GoodExcellentExcellentExcellent15081.0
September 1997GoodExcellentExcellentExcellent15081.0
December 1995GoodExcellentExcellentExcellent15081.0
August 1994PoorSatisfactorySeriousSatisfactory15018.4
November 1992PoorSatisfactorySeriousSatisfactory15018.4
October 1990PoorSatisfactorySeriousSatisfactory15018.4