PARKS HIGHWAY over REX OVERHEAD
Map
Coordinates:
+64.21890, -149.2673264°13'08" N, 149°16'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARKS HIGHWAY over REX OVERHEAD |
Structure number: | 1993 |
Location: | MILE POINT 240.8 |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 71.5 ft. [21.8 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 18° |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,062 [as of 2017] |
Truck traffic: | 19% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Very Good | Very Good | Very Good | 1062 | 83.1 |
July 2016 | Good | Very Good | Very Good | Very Good | 1092 | 82.8 |
July 2014 | Good | Very Good | Very Good | Very Good | 1305 | 80.8 |
July 2012 | Good | Very Good | Very Good | Excellent | 1192 | 81.9 |
August 2010 | Good | Excellent | Excellent | Excellent | 1186 | 81.9 |
July 2008 | Good | Excellent | Excellent | Excellent | 1156 | 82.2 |
November 2006 | Good | Excellent | Excellent | Excellent | 1421 | 26.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 500 | 500 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,360 | 3,350 | 10 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,010 | 2,860 | 150 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 3,010 | 3,010 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 90 | 75 | 15 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 14 | 10 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 140 | 126 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 860 | 860 | 0 | 0 | 0 |