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SH 74 Searcy over BEAR CREEK

Searcy County, Arkansas

Facts

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

Name:	SH 74 Searcy over BEAR CREEK
Structure number:	000000000003973
Location:	0.01MI W JCT US 65 & 74
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	290.0 ft. `[88.4 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	28.2 ft. `[8.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1975
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:	6
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]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	780 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 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:	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 desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
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:	72.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Satisfactory	780	72.4
November 2016	Poor	Satisfactory	Poor	Satisfactory	740	62.8
October 2014	Good	Good	Good	Good	740	91.0
November 2012	Good	Good	Good	Good	830	83.7
November 2010	Good	Good	Good	Good	830	83.7
November 2008	Good	Good	Good	Good	830	73.4
November 2006	Good	Good	Good	Good	740	80.8
November 2004	Good	Good	Good	Good	740	80.8
November 2002	Good	Good	Good	Good	710	80.6
December 2000	Good	Good	Good	Good	730	80.5
December 1998	Good	Good	Very Good	Good	730	80.5
December 1996	Good	Good	Very Good	Good	325	83.0
November 1994	Good	Good	Very Good	Very Good	325	82.5
November 1992	Good	Good	Very Good	Very Good	325	82.5
October 1990	Good	Good	Very Good	Very Good	401	89.6

Element Data

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.	1,152	1,019	81	51	1
Deck
Reinforced Concrete Deck	sq. ft.	7,488	6,309	1,080	99	0
Substructure
Reinforced Concrete Column	each	5	1	4	0	0
Reinforced Concrete Abutment	linear ft.	66	61	5	0	0
Reinforced Concrete Pier Cap	linear ft.	125	47	0	78	0
Bearings
Movable Bearing	each	24	0	3	21	0
Fixed Bearing	each	24	3	1	20	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	580	560	5	15	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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