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FRIENDSHIP BAPTIST over SUGAR CREEK

Dodge County, Georgia

Map

Coordinates:
+32.10977, -83.11542
32°06'35" N, 83°06'56" W

Facts

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

Name:	FRIENDSHIP BAPTIST over SUGAR CREEK
Structure number:	000000009150040
Location:	3 MI W OF CHAUNCEY
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	100.1 ft. `[30.5 m]`
Roadway width between curbs:	23.3 ft. `[7.1 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	1960
Year reconstructed:	2001
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:	5
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Channel beam `[22]`
Deck type:	Concrete Precast Panels `[2]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	490 `[as of 2012]`
Truck traffic:	1% 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:	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:	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:	82.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$586,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Good	Good	Satisfactory	490	82.3
December 2015	Fair	Good	Good	Satisfactory	490	82.3
December 2013	Fair	Good	Good	Satisfactory	490	82.3
December 2011	Fair	Good	Good	Satisfactory	600	80.8
December 2009	Fair	Good	Good	Satisfactory	620	76.4
November 2007	Fair	Good	Good	Satisfactory	620	76.4
November 2005	Fair	Good	Good	Satisfactory	390	76.4
January 2004	Fair	Good	Good	Satisfactory	740	76.4
January 2002	Fair	Good	Good	Fair	740	67.3
December 1999	Poor	Satisfactory	Satisfactory	Poor	470	29.6
January 1998	Poor	Satisfactory	Satisfactory	Poor	450	29.6
September 1995	Poor	Satisfactory	Satisfactory	Poor	430	28.6
October 1993	Poor	Satisfactory	Satisfactory	Poor	400	29.7
October 1991	Poor	Satisfactory	Satisfactory	Poor	322	29.7

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 Girder/Beam	linear ft.	800	800	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,520	2,520	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	54	54	0	0	0
Timber Pile	each	20	20	0	0	0
Reinforced Concrete Pier Cap	linear ft.	108	106	2	0	0
Joints
Pourable Joint	linear ft.	96	72	0	0	24
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	200	200	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/1094583