Share:

SH 356/Cleburne Co over MILL CREEK

Cleburne County, Arkansas

Facts

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

Name:	SH 356/Cleburne Co over MILL CREEK
Structure number:	000000000005973
Location:	1.3 MI N JCT SH25
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	140.1 ft. `[42.7 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.8 ft. `[10.6 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1984
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:	4
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: February 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,100 `[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:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	94.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Good	Good	2100	94.1
February 2016	Good	Very Good	Very Good	Good	2500	91.1
February 2014	Good	Very Good	Very Good	Good	2500	91.1
February 2012	Good	Very Good	Very Good	Good	2400	91.3
February 2010	Good	Very Good	Very Good	Good	2400	91.3
February 2008	Good	Very Good	Very Good	Good	1500	93.7
February 2006	Good	Very Good	Very Good	Good	1600	86.4
January 2004	Good	Very Good	Very Good	Good	1600	86.4
February 2002	Good	Very Good	Very Good	Good	2300	83.8
January 2000	Good	Very Good	Very Good	Good	2300	83.8
January 1998	Good	Very Good	Very Good	Good	720	88.6
February 1996	Good	Very Good	Very Good	Good	720	88.6
February 1994	Good	Very Good	Very Good	Good	720	88.6
February 1992	Good	Very Good	Very Good	Good	602	96.1

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	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	98	97	1	0	0
Reinforced Concrete Pier Cap	linear ft.	125	113	8	4	0
Joints
Pourable Joint	linear ft.	122	0	122	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	280	280	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	4,853	4,847	6	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1020428