State Highway 28 over Cedar Creek-Scott Co.

Facts

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

Name:	State Highway 28 over Cedar Creek-Scott Co.
Structure number:	000000000003337
Location:	12.48 MI E OF US 71 JCT
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	222.1 ft. `[67.7 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1961
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	4
Main spans material:	Steel `[3]`
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:	280 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	70.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Fair	Satisfactory	Fair	280	70.7
June 2016	Fair	Satisfactory	Satisfactory	Fair	270	71.7
May 2014	Fair	Satisfactory	Satisfactory	Satisfactory	270	82.8
June 2012	Fair	Satisfactory	Satisfactory	Satisfactory	300	66.2
June 2010	Fair	Satisfactory	Good	Good	300	66.2
July 2008	Fair	Satisfactory	Good	Good	300	66.2
July 2006	Fair	Satisfactory	Good	Good	250	70.8
July 2004	Fair	Satisfactory	Good	Good	240	70.9
May 2002	Fair	Satisfactory	Good	Good	280	66.1
April 2000	Fair	Satisfactory	Good	Good	300	66.0
April 1998	Fair	Satisfactory	Good	Good	300	66.0
April 1996	Fair	Satisfactory	Good	Fair	150	60.7
April 1994	Fair	Satisfactory	Good	Fair	150	60.3
April 1992	Fair	Satisfactory	Good	Fair	150	60.3
April 1990	Fair	Satisfactory	Good	Fair	341	54.4

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.	1,100	50	967	83	0
Steel Protective Coating	sq. ft.	8,461	0	387	7,436	638
Deck
Reinforced Concrete Deck	sq. ft.	5,280	0	3,513	1,767	0
Substructure
Reinforced Concrete Column	each	6	0	4	2	0
Reinforced Concrete Abutment	linear ft.	67	37	0	30	0
Reinforced Concrete Pile Cap/Footing	linear ft.	36	24	12	0	0
Reinforced Concrete Pier Cap	linear ft.	78	44	6	28	0
Joints
Assembly without Seal Joint	linear ft.	120	94	26	0	0
Bearings
Movable Bearing	each	20	3	14	3	0
Steel Protective Coating	sq. ft.	20	0	14	6	0
Fixed Bearing	each	20	0	12	8	0
Steel Protective Coating	sq. ft.	20	0	12	8	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	440	440	0	0	0
Steel Protective Coating	sq. ft.	1,391	0	522	521	348