PARKS HIGHWAY over HORNET CREEK
Map
Coordinates:
+63.76638, -148.9090363°45'59" N, 148°54'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARKS HIGHWAY over HORNET CREEK |
Structure number: | 1145 |
Location: | MILE POINT 204.6 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 44.6 ft. [13.6 m] |
Deck width edge-to-edge: | 45.6 ft. [13.9 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,821 [as of 2017] |
Truck traffic: | 26% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Good | Fair | 2821 | 69.0 |
July 2016 | Fair | Satisfactory | Good | Fair | 2613 | 69.0 |
July 2014 | Fair | Satisfactory | Good | Fair | 3615 | 69.0 |
July 2012 | Fair | Satisfactory | Good | Fair | 3562 | 69.0 |
August 2010 | Fair | Satisfactory | Good | Fair | 2713 | 69.0 |
July 2008 | Fair | Satisfactory | Good | Fair | 3094 | 69.0 |
June 2006 | Fair | Satisfactory | Good | Satisfactory | 2748 | 78.6 |
July 2004 | Fair | Satisfactory | Good | Satisfactory | 2179 | 78.6 |
August 2002 | Fair | Fair | Good | Fair | 2274 | 66.6 |
August 2000 | Fair | Fair | Very Good | Fair | 2274 | 66.6 |
August 1998 | Fair | Fair | Very Good | Fair | 2496 | 66.6 |
September 1996 | Good | Good | Very Good | Good | 2375 | 77.6 |
May 1994 | Good | Very Good | Very Good | Good | 1632 | 79.9 |
September 1992 | Good | Very Good | Very Good | Very Good | 1079 | 85.0 |
August 1990 | Good | Very Good | Very Good | Very Good | 1079 | 85.0 |
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 |
Steel Girder/Beam | linear ft. | 550 | 500 | 50 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4,050 | 3,990 | 0 | 40 | 20 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,120 | 3,502 | 412 | 206 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 90 | 72 | 10 | 8 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 180 | 165 | 15 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,100 | 1,100 | 0 | 0 | 0 |