PARKS HIGHWAY over NENANA RIVER AT MOODY
Map
Coordinates:
+63.80268, -148.9329563°48'10" N, 148°55'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARKS HIGHWAY over NENANA RIVER AT MOODY |
Structure number: | 1143 |
Location: | MILE POINT 207.3 |
Purpose: | Carries highway over railroad and waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 315.0 ft. [96.0 m] |
Total length: | 891.1 ft. [271.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 65.6 ft. [20.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Deck [09] |
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: | 1,913 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 66.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1913 | 66.7 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1800 | 66.7 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 2120 | 65.7 |
July 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 2380 | 65.7 |
August 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 2713 | 46.3 |
July 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 3094 | 55.5 |
June 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 2748 | 55.8 |
July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 2179 | 62.0 |
August 2002 | Fair | Fair | Fair | Fair | 2274 | 48.5 |
August 2000 | Fair | Fair | Fair | Fair | 2274 | 48.5 |
August 1998 | Fair | Fair | Fair | Fair | 2496 | 48.5 |
September 1996 | Good | Good | Good | Good | 2375 | 67.3 |
May 1994 | Good | Good | Good | Good | 1632 | 68.3 |
September 1992 | Good | Good | Good | Good | 1079 | 73.2 |
August 1990 | Good | Good | Good | Good | 1079 | 73.2 |
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 Stringer | linear ft. | 4,050 | 4,050 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 25,230 | 25,230 | 0 | 0 | 0 |
Reinforced Concrete Stringer | linear ft. | 220 | 4 | 173 | 43 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 30,294 | 29,594 | 700 | 0 | 0 |
Wearing Surfaces | sq. ft. | 30,294 | 29,644 | 0 | 0 | 650 |
Superstructure |
Steel Truss | linear ft. | 1,620 | 1,170 | 450 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14,000 | 11,000 | 750 | 750 | 1,500 |
Steel Floor Beam | linear ft. | 960 | 690 | 250 | 20 | 0 |
Steel Protective Coating | sq. ft. | 10,090 | 8,840 | 400 | 400 | 450 |
Steel Pin or Pin & Hangar Assembly | each | 8 | 4 | 0 | 4 | 0 |
Steel Protective Coating | sq. ft. | 40 | 40 | 0 | 0 | 0 |
Steel Gusset Plate | each | 148 | 88 | 55 | 5 | 0 |
Steel Protective Coating | sq. ft. | 3,660 | 3,010 | 200 | 200 | 250 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 70 | 70 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 2 | 61 | 7 | 0 |
Joints |
Pourable Joint | linear ft. | 510 | 433 | 51 | 26 | 0 |
Assembly with Seal | each | 70 | 70 | 0 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 70 | 70 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 40 | 40 | 0 | 0 | 0 |
Fixed Bearing | each | 4 | 0 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 40 | 32 | 8 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 1,780 | 1,780 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,690 | 10,690 | 0 | 0 | 0 |