PARKS HIGHWAY over KINGFISHER CREEK
Map
Coordinates:
+63.74029, -148.8904263°44'25" N, 148°53'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARKS HIGHWAY over KINGFISHER CREEK |
Structure number: | 0697 |
Location: | MILE POINT 202.6 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 110.9 ft. [33.8 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Skew angle: | 45° |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
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: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 75.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Satisfactory | Satisfactory | 2821 | 75.5 |
July 2016 | Fair | Fair | Satisfactory | Satisfactory | 2613 | 75.5 |
July 2014 | Fair | Fair | Satisfactory | Satisfactory | 3615 | 75.5 |
July 2012 | Fair | Fair | Satisfactory | Satisfactory | 3562 | 75.5 |
August 2010 | Fair | Fair | Satisfactory | Satisfactory | 2713 | 75.5 |
July 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 3094 | 76.5 |
June 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 2748 | 75.8 |
July 2004 | Fair | Satisfactory | Fair | Fair | 2179 | 64.8 |
August 2002 | Fair | Satisfactory | Fair | Fair | 2274 | 64.8 |
August 2000 | Fair | Very Good | Very Good | Fair | 2274 | 64.8 |
August 1998 | Fair | Very Good | Very Good | Fair | 2496 | 64.8 |
September 1996 | Fair | Very Good | Very Good | Satisfactory | 2375 | 76.8 |
May 1994 | Fair | Good | Good | Satisfactory | 1632 | 79.9 |
September 1992 | Fair | Good | Good | Satisfactory | 1079 | 85.0 |
August 1990 | Fair | Good | Good | Satisfactory | 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. | 660 | 510 | 150 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8,810 | 8,460 | 300 | 0 | 50 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,980 | 4,680 | 150 | 150 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 130 | 60 | 40 | 30 | 0 |
Joints |
Compression Joint | linear ft. | 130 | 50 | 80 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 0 | 4 | 8 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 220 | 210 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,330 | 1,330 | 0 | 0 | 0 |