I-64 over GLADE CREEK
Map
Coordinates:
+37.76840, -81.0400037°46'06" N, 81°02'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-64 over GLADE CREEK |
Structure number: | 00000000041A164 |
Location: | 1.29 MI. E. OF CR. 9 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 784.2 ft. [239.0 m] |
Total length: | 2189.7 ft. [667.4 m] |
Roadway width between curbs: | 71.9 ft. [21.9 m] |
Deck width edge-to-edge: | 77.4 ft. [23.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel continuous [4] |
Main span design: | Truss - Deck [09] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,600 [as of 2014] |
Truck traffic: | 17% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 70.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 12600 | 70.1 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 13006 | 67.8 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 13006 | 75.0 |
July 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 12000 | 75.0 |
July 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 14500 | 75.0 |
July 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 14500 | 75.0 |
September 2010 | Fair | Good | Satisfactory | Satisfactory | 16000 | 93.0 |
September 2009 | Fair | Good | Satisfactory | Satisfactory | 16000 | 93.0 |
September 2008 | Fair | Good | Satisfactory | Satisfactory | 16300 | 93.0 |
September 2007 | Fair | Good | Good | Satisfactory | 14000 | 91.6 |
September 2006 | Fair | Good | Good | Satisfactory | 14000 | 89.6 |
September 2005 | Fair | Good | Good | Satisfactory | 14000 | 89.6 |
September 2004 | Good | Very Good | Good | Good | 13000 | 89.7 |
September 2002 | Good | Very Good | Good | Good | 13000 | 89.7 |
September 2001 | Good | Very Good | Good | Good | 13000 | 89.7 |
December 2000 | Good | Very Good | Good | Good | 15500 | 89.5 |
September 1999 | Good | Very Good | Good | Good | 14000 | 89.6 |
December 1998 | Good | Very Good | Good | Good | 14000 | 89.6 |
December 1997 | Good | Very Good | Very Good | Good | 10000 | 90.0 |
December 1996 | Good | Very Good | Very Good | Good | 10000 | 90.0 |
April 1995 | Good | Very Good | Very Good | Good | 6300 | 90.5 |
January 1995 | Good | Very Good | Very Good | Good | 6300 | 90.5 |
October 1993 | Good | Very Good | Very Good | Good | 6300 | 90.5 |
January 1993 | Good | Very Good | Very Good | Good | 6300 | 90.5 |
August 1990 | Good | Very Good | Very Good | Good | 6300 | 90.5 |
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. | 2,192 | 1,314 | 728 | 150 | 0 |
Steel Protective Coating | sq. ft. | 34,800 | 12,807 | 17,746 | 3,025 | 1,222 |
Steel Stringer | linear ft. | 17,096 | 13,288 | 3,516 | 292 | 0 |
Steel Protective Coating | sq. ft. | 130,300 | 0 | 99,291 | 25,984 | 5,025 |
Deck |
Reinforced Concrete Deck | sq. ft. | 168,873 | 61,538 | 106,012 | 1,323 | 0 |
Superstructure |
Steel Truss | linear ft. | 3,808 | 3,151 | 644 | 13 | 0 |
Steel Protective Coating | sq. ft. | 175,600 | 0 | 171,894 | 3,510 | 196 |
Steel Floor Beam | linear ft. | 2,719 | 1,954 | 741 | 24 | 0 |
Steel Protective Coating | sq. ft. | 42,600 | 0 | 33,567 | 2,008 | 7,025 |
Steel Pin or Pin & Hangar Assembly | each | 54 | 38 | 4 | 12 | 0 |
Steel Protective Coating | sq. ft. | 655 | 0 | 439 | 88 | 128 |
Steel Gusset Plate | each | 140 | 130 | 5 | 3 | 2 |
Steel Protective Coating | sq. ft. | 10,200 | 730 | 9,295 | 85 | 90 |
Substructure |
Steel Column | each | 4 | 2 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 534 | 267 | 0 | 160 | 107 |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,020 | 1,020 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 118 | 68 | 45 | 5 | 0 |
Reinforced Concrete Abutment | linear ft. | 156 | 141 | 15 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 4,300 | 4,300 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 190 | 145 | 44 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 1,247 | 1,247 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 118 | 118 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 576 | 0 | 421 | 155 | 0 |
Assembly without Seal Joint | linear ft. | 144 | 144 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 65 | 63 | 1 | 1 | 0 |
Disk Bearing | each | 25 | 25 | 0 | 0 | 0 |
Other Bearing | each | 12 | 4 | 8 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 6,535 | 6,503 | 32 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 46,400 | 46,400 | 0 | 0 | 0 |