US-62 over CUMBERLAND RIVER

Map

Coordinates:
+37.03028, -88.22694
37°01'49" N, 88°13'37" W

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

Name:	US-62 over CUMBERLAND RIVER
Structure number:	070B00065N
Old structure number:	0700062B0065 `(from 1992 edition)`
Location:	OVER CUMBERLAND RIVER
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	700.2 ft. `[213.4 m]`
Total length:	1466.9 ft. `[447.1 m]`
Roadway width between curbs:	24.9 ft. `[7.6 m]`
Deck width edge-to-edge:	29.2 ft. `[8.9 m]`
Vertical clearance above deck:	16.1 ft. `[4.9 m]`
Vertical clearance below bridge:	39.4 ft. `[12.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1952
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
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:	5,985 `[as of 2015]`
Truck traffic:	18% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	48.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$13,425,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Good	Satisfactory	Fair	5985	48.0
April 2016	Fair	Good	Satisfactory	Fair	5985	48.0
April 2015	Fair	Good	Satisfactory	Fair	7640	48.0
May 2013	Fair	Good	Satisfactory	Fair	6775	48.0
April 2013	Fair	Good	Satisfactory	Fair	6794	48.0
April 2012	Fair	Good	Satisfactory	Fair	6950	48.8
April 2011	Fair	Good	Satisfactory	Fair	7180	48.8
March 2010	Fair	Good	Satisfactory	Fair	7640	48.8
April 2009	Fair	Good	Satisfactory	Fair	7040	48.8
March 2008	Poor	Poor	Satisfactory	Fair	5870	45.8
June 2004	Fair	Fair	Satisfactory	Fair	6142	39.8
April 1999	Fair	Fair	Satisfactory	Fair	8814	35.2
May 1998	Fair	Fair	Satisfactory	Fair	8814	35.2
April 1997	Fair	Fair	Satisfactory	Fair	9395	35.2
May 1996	Fair	Fair	Satisfactory	Fair	9395	35.2
April 1995	Fair	Satisfactory	Satisfactory	Satisfactory	5001	46.2
April 1994	Fair	Satisfactory	Satisfactory	Satisfactory	5001	45.5
April 1992	Good	Good	Good	Good	5001	45.5
April 1991	Good	Good	Good	Good	5001	45.5

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.	5,868	0	5,848	20	0
Steel Protective Coating	sq. ft.	44,023	43,523	340	160	0
Deck
Reinforced Concrete Deck	sq. ft.	42,832	0	42,832	0	0
Wearing Surfaces	sq. ft.	36,581	36,581	0	0	0
Superstructure
Steel Truss	linear ft.	700	0	700	0	0
Steel Protective Coating	sq. ft.	27,452	14,968	3,742	3,742	5,000
Steel Floor Beam	linear ft.	1,856	0	1,836	20	0
Steel Protective Coating	sq. ft.	18,304	17,704	200	200	200
Steel Pin or Pin & Hangar Assembly	each	16	0	16	0	0
Steel Protective Coating	sq. ft.	68	0	48	20	0
Steel Gusset Plate	each	58	0	58	0	0
Steel Protective Coating	sq. ft.	2,240	0	2,240	0	0
Substructure
Reinforced Concrete Column	each	22	0	22	0	0
Reinforced Concrete Abutment	linear ft.	58	0	58	0	0
Reinforced Concrete Pier Cap	linear ft.	204	0	204	0	0
Joints
Compression Joint	linear ft.	156	0	156	0	0
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Movable Bearing	each	28	20	8	0	0
Steel Protective Coating	sq. ft.	305	225	80	0	0
Fixed Bearing	each	20	20	0	0	0
Steel Protective Coating	sq. ft.	181	181	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,934	0	2,894	40	0
Steel Protective Coating	sq. ft.	14,660	11,460	3,000	200	0