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SH 16/Cleburne Co over CADRON CREEK

Cleburne County, Arkansas

Facts

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

Name:	SH 16/Cleburne Co over CADRON CREEK
Structure number:	000000000003331
Location:	1.30 MI NW JCT SH16-25
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	132.9 ft. `[40.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 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:	7
Main spans material:	Concrete `[1]`
Main spans design:	Channel beam `[22]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,500 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 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:	Better than present minimum criteria `[7]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	61.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Good	Good	Good	Good	2500	61.8
April 2016	Good	Good	Good	Good	2300	76.2
April 2014	Good	Good	Good	Good	2300	76.2
April 2012	Good	Good	Good	Good	2300	76.2
May 2010	Good	Good	Good	Good	2300	76.2
May 2008	Good	Good	Good	Good	2300	54.1
June 2006	Good	Good	Good	Good	2100	54.3
May 2004	Good	Good	Good	Good	2300	54.1
April 2002	Good	Very Good	Good	Very Good	1900	56.4
May 2000	Good	Very Good	Good	Very Good	1800	56.5
April 1998	Good	Very Good	Good	Very Good	1800	56.5
April 1996	Fair	Good	Satisfactory	Good	725	63.8
April 1994	Fair	Good	Satisfactory	Good	725	63.1
April 1992	Fair	Good	Satisfactory	Good	725	63.1
April 1990	Fair	Good	Satisfactory	Very Good	855	57.8

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
Reinforced Concrete Girder/Beam	linear ft.	931	877	36	18	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,485	3,353	132	0	0
Wearing Surfaces	sq. ft.	3,205	2,871	190	144	0
Substructure
Reinforced Concrete Column	each	12	5	6	1	0
Reinforced Concrete Pier Cap	linear ft.	212	197	6	9	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	266	165	101	0	0
Steel Protective Coating	sq. ft.	798	498	0	0	300

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