Share:

SH 98 S-1 LM 7.11 over OREAR CREEK

Columbia County, Arkansas

View more info at Bridgehunter.com

Facts

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

Name:	SH 98 S-1 LM 7.11 over OREAR CREEK
Structure number:	000000000001359
Location:	.90 MI W JCT OF US 79
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	65.9 ft. `[20.1 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1936
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:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,000 `[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:	Good `[7 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:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	75.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Satisfactory	Good	1000	75.6
February 2016	Good	Good	Good	Good	950	75.6
February 2014	Good	Good	Good	Good	950	75.6
February 2012	Good	Good	Good	Good	1200	74.5
February 2010	Poor	Good	Poor	Good	1200	35.9
February 2008	Fair	Good	Satisfactory	Good	1100	59.1
February 2006	Fair	Good	Satisfactory	Good	1200	59.0
February 2004	Fair	Good	Satisfactory	Good	1200	59.0
February 2002	Fair	Good	Satisfactory	Good	1300	58.7
February 2000	Good	Good	Good	Good	1300	58.7
February 1998	Good	Good	Good	Good	1300	58.7
February 1996	Good	Good	Good	Good	530	67.6
February 1994	Good	Good	Good	Good	530	82.4
January 1992	Good	Good	Good	Good	530	82.4
January 1990	Good	Good	Good	Good	2071	71.4

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.	396	276	120	0	0
Steel Protective Coating	sq. ft.	2,525	2,020	505	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,881	1,541	299	41	0
Wearing Surfaces	sq. ft.	1,728	1,728	0	0	0
Substructure
Reinforced Concrete Pile	each	5	5	0	0	0
Reinforced Concrete Pier Cap	linear ft.	87	87	0	0	0
Joints
Open Joint	linear ft.	60	60	0	0	0
Other Joint	linear ft.	30	30	0	0	0
Bearings
Movable Bearing	each	12	0	6	6	0
Steel Protective Coating	sq. ft.	16	12	4	0	0
Fixed Bearing	each	12	0	6	6	0
Steel Protective Coating	sq. ft.	16	12	4	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	132	132	0	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/1017565