I-64 EBL over CR 38 & GREENBRIER RIVER

Map

Coordinates:
+37.78946, -80.38446
37°47'22" N, 80°23'04" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	I-64 EBL over CR 38 & GREENBRIER RIVER
Structure number:	00000000013A152
Location:	2.57 Miles W. of CR 60/14
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	163.4 ft. `[49.8 m]`
Total length:	821.9 ft. `[250.5 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:	55.8 ft. `[17.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1967
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	5
Main spans material:	Steel continuous `[4]`
Main spans design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	10,771 `[as of 2016]`
Truck traffic:	28% 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]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	95.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,266,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Satisfactory	Satisfactory	Satisfactory	10771	95.0
May 2016	Fair	Good	Satisfactory	Satisfactory	6000	93.1
May 2014	Fair	Good	Satisfactory	Satisfactory	6000	93.1
June 2013	Fair	Satisfactory	Satisfactory	Good	6000	93.1
July 2012	Fair	Satisfactory	Good	Good	5500	93.1
June 2011	Fair	Satisfactory	Good	Good	5500	93.1
June 2010	Fair	Satisfactory	Satisfactory	Good	5500	92.4
September 2008	Fair	Satisfactory	Satisfactory	Good	9100	96.1
August 2006	Fair	Satisfactory	Good	Good	7000	96.3
September 2004	Fair	Satisfactory	Good	Good	6500	92.3
August 2002	Fair	Satisfactory	Good	Good	7250	92.2
September 2000	Fair	Satisfactory	Good	Good	7500	92.2
September 1998	Fair	Satisfactory	Good	Good	5250	92.4
September 1996	Good	Good	Good	Good	5250	91.4
September 1994	Good	Good	Good	Good	5000	93.5
September 1992	Good	Good	Good	Good	6000	92.4
October 1990	Good	Good	Good	Good	9200	92.2

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.	1,640	1,640	0	0	0
Steel Protective Coating	sq. ft.	33,895	33,895	0	0	0
Steel Stringer	linear ft.	3,280	3,280	0	0	0
Steel Protective Coating	sq. ft.	22,210	22,210	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	36,400	36,400	0	0	0
Wearing Surfaces	sq. ft.	36,400	36,368	32	0	0
Superstructure
Steel Floor Beam	linear ft.	935	935	0	0	0
Steel Protective Coating	sq. ft.	14,535	14,535	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	90	90	0	0	0
Prestressed Concrete Pile	each	8	8	0	0	0
Prestressed Concrete Pier Cap	linear ft.	176	176	0	0	0
Joints
Assembly without Seal Joint	linear ft.	90	90	0	0	0
Bearings
Movable Bearing	each	10	10	0	0	0
Fixed Bearing	each	2	2	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,640	1,640	0	0	0