I029 N over 232 ST
Map
Coordinates:
+44.02245, -96.7589744°01'21" N, 96°45'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I029 N over 232 ST |
Structure number: | 000000051066120 |
Location: | 3 N SD 34 INTERCH |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: | Epoxy Overlay [5] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,067 [as of 2017] |
Truck traffic: | 18% 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 7067 | 93.7 |
September 2016 | Good | Good | Good | Good | 6480 | 93.7 |
September 2014 | Good | Good | Good | Good | 6155 | 93.7 |
October 2012 | Good | Good | Good | Good | 6490 | 93.7 |
October 2010 | Good | Good | Good | Good | 6415 | 93.7 |
September 2008 | Good | Good | Good | Good | 6150 | 93.7 |
July 2006 | Good | Good | Good | Good | 6400 | 93.4 |
August 2004 | Good | Good | Good | Good | 6555 | 93.4 |
August 2002 | Good | Good | Good | Good | 5800 | 93.4 |
August 2000 | Good | Good | Good | Good | 4965 | 93.5 |
October 1998 | Good | Good | Good | Good | 4650 | 93.5 |
August 1996 | Good | Good | Good | Very Good | 4635 | 93.5 |
August 1994 | Good | Good | Good | Very Good | 4040 | 93.7 |
January 1993 | Good | Good | Good | Very Good | 2990 | 93.5 |
January 1991 | Good | Good | Good | Very Good | 3500 | 93.7 |
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 | 5 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 116 | 116 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 82 | 82 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 80 | 0 | 78 | 2 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 160 | 130 | 30 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,254 | 3,254 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,508 | 4,851 | 1,007 | 150 | 500 |