I029 S over STRAY HORSE CK
Map
Coordinates:
+44.78768, -96.9424644°47'16" N, 96°56'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I029 S over STRAY HORSE CK |
Structure number: | 000000029271012 |
Location: | 4 NW OF SD 22 INTERCH |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 183.1 ft. [55.8 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
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: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,613 [as of 2017] |
Truck traffic: | 18% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 86.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Fair | 3613 | 86.8 |
April 2015 | Fair | Good | Good | Satisfactory | 3460 | 97.8 |
April 2013 | Fair | Good | Good | Satisfactory | 3345 | 97.8 |
May 2011 | Fair | Good | Good | Satisfactory | 3800 | 97.8 |
April 2009 | Good | Good | Very Good | Good | 3610 | 97.8 |
April 2007 | Good | Good | Very Good | Good | 3655 | 97.8 |
April 2005 | Good | Good | Very Good | Good | 3385 | 97.7 |
May 2003 | Fair | Satisfactory | Very Good | Good | 3215 | 97.7 |
June 2001 | Fair | Satisfactory | Very Good | Good | 2975 | 97.7 |
July 1999 | Fair | Satisfactory | Very Good | Good | 3415 | 97.7 |
August 1997 | Good | Very Good | Very Good | Very Good | 3210 | 97.7 |
July 1995 | Good | Very Good | Very Good | Very Good | 2930 | 97.8 |
July 1993 | Good | Very Good | Very Good | Very Good | 2755 | 97.8 |
July 1991 | Good | Very Good | Very Good | Excellent | 2200 | 97.8 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 908 | 865 | 31 | 12 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,443 | 7,096 | 347 | 0 | 0 |
Wearing Surfaces | sq. ft. | 13,908 | 13,683 | 131 | 94 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 5 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 114 | 19 | 94 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 80 | 78 | 0 | 2 | 0 |
Joints |
Strip Seal Joint | linear ft. | 40 | 0 | 40 | 0 | 0 |
Compression Joint | linear ft. | 40 | 34 | 6 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 366 | 243 | 84 | 39 | 0 |