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PARKS HIGHWAY over REX OVERHEAD
Map
Coordinates:
+64.21890, -149.26732
64°13'08" N, 149°16'02" W
+64.21890, -149.26732
64°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 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,092 [as of 2015] |
| Truck traffic: | 15% 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: | 82.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| 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, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 500 | 475 | 25 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 3,360 | 3,360 | 0 | 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 | 85 | 5 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 14 | 13 | 1 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 140 | 140 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 860 | 860 | 0 | 0 | 0 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1000992
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1000992