484 AVE over I029
Map
Coordinates:
+42.56850, -96.5265942°34'07" N, 96°31'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 484 AVE over I029 |
Structure number: | 000000064140355 |
Location: | 3.4 NW N SCITY INTERCH |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 365.2 ft. [111.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
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 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 240 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 87.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Fair | Satisfactory | 240 | 87.0 |
October 2015 | Fair | Good | Fair | Satisfactory | 240 | 87.0 |
November 2013 | Fair | Good | Fair | Satisfactory | 240 | 87.0 |
December 2011 | Fair | Good | Fair | Satisfactory | 240 | 87.0 |
November 2009 | Fair | Good | Satisfactory | Satisfactory | 240 | 96.0 |
October 2007 | Fair | Good | Satisfactory | Satisfactory | 240 | 96.0 |
February 2006 | Fair | Good | Fair | Satisfactory | 240 | 87.0 |
March 2004 | Good | Good | Good | Good | 240 | 98.0 |
April 2002 | Good | Good | Good | Good | 276 | 98.0 |
March 2000 | Good | Good | Good | Good | 276 | 98.0 |
April 1998 | Good | Good | Good | Good | 276 | 98.0 |
April 1996 | Fair | Good | Good | Satisfactory | 276 | 98.0 |
March 1994 | Fair | Good | Good | Satisfactory | 276 | 98.0 |
March 1992 | Fair | Good | Good | Satisfactory | 276 | 98.0 |
March 1990 | Good | Good | Good | Good | 276 | 98.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 366 | 340 | 26 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,541 | 12,536 | 5 | 0 | 0 |
Wearing Surfaces | sq. ft. | 25,082 | 22,537 | 1,420 | 1,000 | 125 |
Substructure |
Reinforced Concrete Column | each | 3 | 0 | 2 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 102 | 67 | 35 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 69 | 23 | 0 | 46 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 731 | 681 | 50 | 0 | 0 |