I029 N over CK
Map
Coordinates:
+42.84646, -96.7958542°50'47" N, 96°47'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I029 N over CK |
Structure number: | 000000064006164 |
Location: | 0.4 S SD 48 INTERCH |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 67.3 ft. [20.5 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: | Low slump Concrete [4] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,630 [as of 2017] |
Truck traffic: | 23% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 6630 | 97.7 |
August 2015 | Good | Good | Good | Good | 6365 | 97.7 |
August 2013 | Good | Good | Good | Good | 5930 | 97.7 |
October 2011 | Fair | Satisfactory | Satisfactory | Good | 6000 | 93.2 |
October 2009 | Good | Good | Good | Good | 5745 | 93.2 |
October 2007 | Good | Good | Good | Good | 5265 | 93.2 |
February 2006 | Good | Good | Good | Good | 5075 | 93.0 |
March 2004 | Good | Good | Good | Good | 5255 | 92.9 |
April 2002 | Fair | Satisfactory | Satisfactory | Good | 5070 | 93.0 |
March 2000 | Fair | Satisfactory | Satisfactory | Good | 4130 | 92.7 |
April 1998 | Fair | Satisfactory | Satisfactory | Good | 3895 | 92.7 |
April 1996 | Fair | Satisfactory | Good | Good | 3540 | 92.7 |
March 1994 | Fair | Satisfactory | Good | Good | 3120 | 92.6 |
March 1992 | Fair | Satisfactory | Good | Good | 2675 | 91.5 |
March 1990 | Good | Good | Good | Good | 3380 | 92.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 126 | 96 | 30 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 102 | 102 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 84 | 84 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 134 | 129 | 5 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,984 | 2,844 | 140 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,984 | 2,969 | 15 | 0 | 0 |