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US 80 WBL over KENDALL CREEK

Muscogee County, Georgia

Map

Coordinates:
+32.54631, -84.70970
32°32'47" N, 84°42'35" W

View more info at Bridgehunter.com

Facts

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

Name:	US 80 WBL over KENDALL CREEK
Structure number:	000000021500200
Location:	15 MI NE OF COLUMBUS
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	133.9 ft. `[40.8 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1930
Year reconstructed:	2001
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	8,930 `[as of 2011]`
Truck traffic:	16% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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 desirable criteria `[8]`
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]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	89.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$785,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Good	Good	Satisfactory	8930	89.0
July 2016	Fair	Good	Good	Satisfactory	8930	89.0
July 2014	Fair	Good	Good	Satisfactory	8930	89.0
July 2012	Fair	Good	Good	Satisfactory	8930	88.0
June 2010	Fair	Good	Good	Satisfactory	7900	88.1
August 2008	Fair	Good	Good	Satisfactory	7900	88.1
July 2006	Fair	Good	Good	Satisfactory	7900	88.1
July 2004	Fair	Good	Good	Satisfactory	7900	88.1
July 2002	Fair	Good	Good	Satisfactory	7900	71.0
September 2000	Fair	Good	Good	Satisfactory	7900	57.6
October 1998	Fair	Good	Good	Satisfactory	7900	55.6
September 1996	Good	Good	Good	Good	6800	57.4
September 1994	Good	Good	Good	Good	6200	58.4
August 1992	Good	Good	Good	Good	5250	35.3
October 1990	Good	Good	Good	Good	4850	40.5

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 Arch	linear ft.	134	132	2	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	70	66	4	0	0
Reinforced Concrete Abutment	linear ft.	70	70	0	0	0
Reinforced Concrete Pier Cap	linear ft.	70	70	0	0	0
Joints
Pourable Joint	linear ft.	114	0	0	114	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	268	268	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	5,092	4,792	300	0	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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