I-64 WBL over COUNTY ROUTE 9
Map
Coordinates:
+37.89019, -80.5786937°53'25" N, 80°34'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-64 WBL over COUNTY ROUTE 9 |
Structure number: | 00000000013A145 |
Location: | 2.10 Miles W. of WV 12 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 118.1 ft. [36.0 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,699 [as of 2017] |
Truck traffic: | 28% 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] |
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: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Fair | Satisfactory | Satisfactory | 13699 | 97.0 |
December 2016 | Fair | Fair | Satisfactory | Satisfactory | 11605 | 97.0 |
December 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 7983 | 98.0 |
December 2012 | Good | Good | Good | Good | 7000 | 98.0 |
August 2010 | Good | Good | Good | Good | 7000 | 97.3 |
September 2006 | Good | Good | Good | Good | 9000 | 97.2 |
August 2002 | Good | Good | Good | Good | 8000 | 97.3 |
August 2000 | Good | Good | Good | Good | 6500 | 97.4 |
August 1998 | Good | Very Good | Good | Good | 6750 | 97.4 |
August 1996 | Good | Very Good | Good | Good | 6250 | 97.4 |
September 1994 | Good | Good | Good | Good | 6000 | 97.6 |
September 1992 | Good | Good | Good | Very Good | 6750 | 96.5 |
August 1990 | Good | Good | Good | Good | 8500 | 96.4 |
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. | 696 | 696 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,157 | 4,951 | 206 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,130 | 5,104 | 17 | 9 | 0 |
Wearing Surfaces | sq. ft. | 5,130 | 4,905 | 220 | 5 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 158 | 85 | 41 | 32 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 90 | 90 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 90 | 74 | 10 | 6 | 0 |
Bearings |
Movable Bearing | each | 18 | 6 | 8 | 4 | 0 |
Steel Protective Coating | sq. ft. | 26 | 10 | 16 | 0 | 0 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 228 | 82 | 30 | 116 | 0 |