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E.8TH ST. Heber Sp over SULPHUR CREEK

Cleburne County, Arkansas

Facts

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

Name:	E.8TH ST. Heber Sp over SULPHUR CREEK
Structure number:	000000000021444
Location:	.39 MILE SO. JCT SH 110
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	57.1 ft. `[17.4 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1994
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Channel beam `[22]`
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	50 `[as of 1987]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	73.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Good	Fair	Good	50	73.8
February 2016	Fair	Satisfactory	Fair	Very Good	50	81.0
February 2014	Fair	Satisfactory	Fair	Very Good	50	81.0
February 2012	Fair	Satisfactory	Fair	Very Good	50	61.7
February 2010	Fair	Good	Satisfactory	Very Good	50	71.7
February 2008	Fair	Good	Satisfactory	Very Good	50	71.7
January 2006	Fair	Good	Satisfactory	Very Good	50	71.7
January 2004	Fair	Good	Satisfactory	Very Good	50	71.7
January 2002	Fair	Good	Satisfactory	Very Good	50	71.5
January 2000	Fair	Good	Satisfactory	Very Good	50	71.5
January 1998	Good	Good	Good	Very Good	50	71.5
February 1996	Good	Good	Good	Very Good	50	71.5
March 1994	Good	Good	Good	Very Good	50	71.5

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