US 64 over Horsehead Creek

Facts

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

Name:	US 64 over Horsehead Creek
Structure number:	000000000001198
Location:	5.84 E of franklin Co L
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	102.0 ft. `[31.1 m]`
Total length:	421.0 ft. `[128.3 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1933
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,900 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	44.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$900,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Fair	Fair	Satisfactory	2900	44.8
September 2016	Fair	Fair	Fair	Satisfactory	3100	49.9
August 2014	Fair	Fair	Fair	Satisfactory	3100	49.9
September 2012	Fair	Satisfactory	Satisfactory	Satisfactory	3800	62.0
September 2010	Fair	Satisfactory	Satisfactory	Satisfactory	3800	56.7
September 2008	Fair	Satisfactory	Satisfactory	Satisfactory	3800	56.7
September 2007	Fair	Satisfactory	Satisfactory	Satisfactory	3500	44.5
September 2006	Fair	Satisfactory	Satisfactory	Satisfactory	3500	44.5
August 2004	Fair	Satisfactory	Satisfactory	Satisfactory	3800	44.1
September 2002	Fair	Satisfactory	Satisfactory	Satisfactory	3600	44.1
July 2000	Fair	Satisfactory	Satisfactory	Satisfactory	3800	43.8
August 1998	Fair	Satisfactory	Satisfactory	Satisfactory	3800	43.8
September 1996	Fair	Satisfactory	Satisfactory	Satisfactory	1415	49.5
July 1994	Fair	Satisfactory	Satisfactory	Satisfactory	1415	49.5
September 1992	Fair	Satisfactory	Satisfactory	Satisfactory	1415	49.5
July 1990	Fair	Satisfactory	Satisfactory	Satisfactory	2367	46.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	1,085	1,060	20	5	0
Deck
Reinforced Concrete Deck	sq. ft.	5,116	4,500	300	316	0
Superstructure
Steel Truss	linear ft.	408	150	154	104	0
Steel Floor Beam	linear ft.	572	150	272	150	0
Deck
Reinforced Concrete Top Flange	sq. ft.	5,468	5,468	0	0	0
Superstructure
Steel Gusset Plate	each	80	56	16	8	0
Substructure
Reinforced Concrete Column	each	26	25	0	1	0
Reinforced Concrete Abutment	linear ft.	50	46	4	0	0
Reinforced Concrete Pier Cap	linear ft.	176	170	6	0	0
Bearings
Movable Bearing	each	4	0	0	4	0
Fixed Bearing	each	4	0	4	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	408	208	200	0	0
Reinforced Concrete Bridge Rail	linear ft.	434	424	4	6	0