I-64 EBL over GREENBRIER RIVER TRAIL
Map
Coordinates:
+37.79196, -80.3848837°47'31" N, 80°23'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-64 EBL over GREENBRIER RIVER TRAIL |
Structure number: | 00000000013A150 |
Location: | 3.24 Miles E. of US 219 |
Purpose: | Carries highway over pedestrian/bicycle trail |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 222.1 ft. [67.7 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Skew angle: | 12° |
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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,222 [as of 2017] |
Truck traffic: | 28% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Satisfactory | 10222 | 98.0 |
September 2016 | Fair | Satisfactory | Good | Satisfactory | 11079 | 98.0 |
August 2014 | Fair | Satisfactory | Good | Satisfactory | 6324 | 98.0 |
August 2012 | Fair | Satisfactory | Good | Good | 5500 | 98.0 |
August 2010 | Fair | Satisfactory | Good | Good | 5500 | 96.5 |
September 2008 | Fair | Satisfactory | Good | Good | 9100 | 96.1 |
September 2006 | Fair | Satisfactory | Good | Good | 7000 | 96.3 |
September 2004 | Fair | Satisfactory | Good | Good | 6500 | 96.4 |
September 2002 | Fair | Satisfactory | Good | Good | 7250 | 96.3 |
September 2000 | Fair | Satisfactory | Good | Good | 7500 | 96.3 |
September 1998 | Good | Good | Good | Good | 5750 | 96.5 |
September 1996 | Good | Good | Good | Good | 5250 | 96.5 |
September 1994 | Good | Good | Good | Good | 5000 | 97.6 |
September 1992 | Good | Good | Good | Good | 6000 | 96.5 |
September 1990 | Fair | Satisfactory | Satisfactory | Good | 9200 | 96.3 |
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. | 1,398 | 1,398 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 104,750 | 102,840 | 965 | 945 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,484 | 9,607 | 869 | 8 | 0 |
Wearing Surfaces | sq. ft. | 5,896 | 5,892 | 4 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 150 | 102 | 3 | 45 | 0 |
Concrete Protective Coating | sq. ft. | 464 | 354 | 110 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 88 | 88 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 86 | 39 | 21 | 26 | 0 |
Bearings |
Movable Bearing | each | 18 | 2 | 14 | 2 | 0 |
Steel Protective Coating | sq. ft. | 44 | 4 | 40 | 0 | 0 |
Fixed Bearing | each | 6 | 1 | 5 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 469 | 387 | 78 | 4 | 0 |