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FREEMAN SPRINGS RD over EAST CHICKAMAUGA CREEK

Whitfield County, Georgia

Map

Coordinates:
+34.76025, -85.08240
34°45'37" N, 85°04'57" W

Facts

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

Name:	FREEMAN SPRINGS RD over EAST CHICKAMAUGA CREEK
Structure number:	000000031350410
Location:	6.3 MI W OF DALTON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	76.1 ft. `[23.2 m]`
Roadway width between curbs:	11.2 ft. `[3.4 m]`
Deck width edge-to-edge:	13.8 ft. `[4.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1921
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:	2
Main spans material:	Concrete `[1]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	600 `[as of 2011]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	59.8
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$324,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2016	Fair	Satisfactory	Satisfactory	Satisfactory	600	59.8
June 2014	Fair	Satisfactory	Satisfactory	Satisfactory	600	59.8
June 2012	Fair	Satisfactory	Satisfactory	Satisfactory	600	59.8
June 2010	Fair	Satisfactory	Satisfactory	Satisfactory	620	59.8
July 2008	Fair	Satisfactory	Satisfactory	Satisfactory	620	59.8
May 2006	Fair	Satisfactory	Satisfactory	Satisfactory	630	59.8
April 2004	Fair	Satisfactory	Satisfactory	Satisfactory	740	59.8
June 2002	Fair	Satisfactory	Satisfactory	Satisfactory	740	59.8
April 2000	Fair	Satisfactory	Satisfactory	Satisfactory	480	59.8
June 1998	Fair	Satisfactory	Satisfactory	Satisfactory	450	59.8
December 1995	Fair	Satisfactory	Satisfactory	Satisfactory	430	59.8
January 1994	Fair	Satisfactory	Satisfactory	Satisfactory	390	59.8
February 1992	Fair	Satisfactory	Satisfactory	Satisfactory	390	59.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Arch	linear ft.	76	0	68	8	0
Substructure
Other Material Abutment	linear ft.	28	14	14	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	152	146	0	6	0
Deck
Other Material Deck	sq. ft.	1,048	1,048	0	0	0
Wearing Surfaces	sq. ft.	1,048	0	0	1,048	0

© Copyright 2012-19, 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/1104402