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SH 74 Searcy Co. over CALF CREEK

Searcy County, Arkansas

Facts

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

Name:	SH 74 Searcy Co. over CALF CREEK
Structure number:	000000000003972
Location:	7 MI W OF JCT US 65
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	180.1 ft. `[54.9 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	28.9 ft. `[8.8 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:	Concrete `[1]`
Main spans design:	Slab `[01]`
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:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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:	83.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Satisfactory	Satisfactory	780	83.7
November 2016	Fair	Fair	Fair	Satisfactory	740	77.9
November 2014	Fair	Fair	Fair	Satisfactory	740	77.9
November 2012	Fair	Fair	Fair	Satisfactory	830	70.4
November 2010	Fair	Fair	Fair	Satisfactory	830	70.4
November 2008	Fair	Fair	Fair	Satisfactory	830	60.6
November 2006	Fair	Fair	Fair	Satisfactory	740	68.3
November 2004	Fair	Fair	Fair	Satisfactory	740	68.3
November 2002	Fair	Fair	Fair	Satisfactory	710	68.1
December 2000	Fair	Satisfactory	Satisfactory	Satisfactory	730	80.5
December 1998	Fair	Satisfactory	Satisfactory	Satisfactory	730	80.5
December 1996	Fair	Very Good	Very Good	Satisfactory	325	83.0
November 1994	Fair	Very Good	Very Good	Satisfactory	325	82.5
November 1992	Fair	Very Good	Very Good	Satisfactory	325	82.5
October 1990	Fair	Very Good	Very Good	Satisfactory	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
Substructure
Reinforced Concrete Column	each	10	2	5	3	0
Reinforced Concrete Abutment	linear ft.	70	66	3	1	0
Reinforced Concrete Pier Cap	linear ft.	146	98	9	39	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	360	335	0	25	0
Deck
Reinforced Concrete Slab	sq. ft.	5,184	4,747	400	37	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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