US-150 over NS RR AND HARDING ST

Map

Coordinates:
+37.64583, -84.78528
37°38'45" N, 84°47'07" W

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

Name:	US-150 over NS RR AND HARDING ST
Structure number:	011B00043N
Old structure number:	0110150B0043 `(from 1992 edition)`
Location:	.2 MI W OF MAPLE ST-DNVLE
Purpose:	Carries highway over highway and railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	141.4 ft. `[43.1 m]`
Total length:	755.9 ft. `[230.4 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	42.7 ft. `[13.0 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1949
Year reconstructed:	2004
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 continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	18,337 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	74.6
Estimated cost of work:	$10,206,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Good	Good	Satisfactory	18337	74.6
October 2016	Good	Good	Good	Good	14746	69.2
October 2014	Good	Good	Good	Good	14746	69.2
October 2012	Good	Good	Good	Good	17000	71.5
October 2010	Good	Good	Good	Good	16900	71.5
October 2008	Good	Good	Good	Good	17600	71.3
October 2006	Good	Good	Good	Good	17000	71.5
September 2004	Good	Good	Good	Good	16994	71.5
September 2003	Fair	Fair	Fair	Fair	15995	54.2
October 2000	Fair	Fair	Fair	Fair	15995	52.2
April 2000	Poor	Poor	Fair	Poor	15995	28.0
October 1998	Fair	Fair	Satisfactory	Satisfactory	15995	59.1
October 1996	Fair	Fair	Satisfactory	Good	15995	59.1
October 1995	Fair	Fair	Satisfactory	Good	15670	67.3
October 1994	Fair	Fair	Satisfactory	Good	15670	67.3
October 1992	Fair	Fair	Satisfactory	Good	15670	67.3
October 1990	Fair	Fair	Good	Good	15670	68.3

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.	1,620	1,321	299	0	0
Steel Protective Coating	sq. ft.	19,642	0	13,615	0	6,027
Prestressed Concrete Girder/Beam	linear ft.	1,736	1,736	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	32,192	32,192	0	0	0
Substructure
Reinforced Concrete Column	each	36	17	16	3	0
Reinforced Concrete Abutment	linear ft.	108	76	32	0	0
Reinforced Concrete Pier Cap	linear ft.	374	347	1	26	0
Joints
Strip Seal Joint	linear ft.	40	0	40	0	0
Compression Joint	linear ft.	40	0	0	0	40
Bearings
Elastomeric Bearing	each	72	71	0	1	0
Movable Bearing	each	15	5	0	10	0
Steel Protective Coating	sq. ft.	60	0	20	12	28
Fixed Bearing	each	5	0	5	0	0
Steel Protective Coating	sq. ft.	20	0	20	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,516	1,369	146	1	0