309 ST over I029
Map
Coordinates:
+42.90998, -96.7946042°54'36" N, 96°47'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 309 ST over I029 |
Structure number: | 000000064006120 |
Location: | 4 N SD 48 INTERCH |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 253.9 ft. [77.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 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: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Good | 20 | 95.1 |
November 2015 | Fair | Good | Satisfactory | Good | 20 | 95.1 |
November 2013 | Fair | Good | Satisfactory | Good | 20 | 95.1 |
November 2011 | Fair | Good | Satisfactory | Good | 20 | 95.1 |
December 2009 | Fair | Good | Satisfactory | Good | 20 | 95.1 |
October 2007 | Fair | Good | Satisfactory | Good | 20 | 95.1 |
February 2006 | Fair | Good | Satisfactory | Good | 20 | 95.1 |
April 2004 | Fair | Good | Satisfactory | Good | 20 | 95.1 |
May 2002 | Fair | Good | Satisfactory | Good | 220 | 89.6 |
March 2000 | Fair | Good | Satisfactory | Good | 220 | 88.6 |
April 1998 | Fair | Good | Fair | Satisfactory | 220 | 77.6 |
April 1996 | Good | Very Good | Good | Good | 220 | 88.6 |
March 1994 | Good | Very Good | Good | Good | 220 | 89.8 |
February 1992 | Good | Very Good | Good | Good | 220 | 91.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,016 | 540 | 460 | 16 | 0 |
Steel Protective Coating | sq. ft. | 10,000 | 7,400 | 2,500 | 100 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,689 | 6,685 | 2 | 2 | 0 |
Wearing Surfaces | sq. ft. | 6,689 | 6,100 | 424 | 100 | 65 |
Substructure |
Reinforced Concrete Column | each | 6 | 4 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 85 | 80 | 5 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 79 | 74 | 5 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 53 | 53 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 16 | 16 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 80 | 80 | 0 | 0 | 0 |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 508 | 508 | 0 | 0 | 0 |