Share:

JONES MARTIN ROAD over DOZIER BRANCH

Lincoln County, Georgia

Map

Coordinates:
+33.72709, -82.46230
33°43'38" N, 82°27'44" W

Facts

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

Name:	JONES MARTIN ROAD over DOZIER BRANCH
Structure number:	000000018150080
Location:	4.5 MI SW OF LINCOLNTON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	24.9 ft. `[7.6 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.6 ft. `[8.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	600 `[as of 2011]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	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:	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:	72.1
Estimated cost of work:	$147,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Fair	Satisfactory	Good	600	72.1
December 2016	Fair	Fair	Satisfactory	Good	600	72.1
December 2014	Fair	Fair	Satisfactory	Good	600	72.1
December 2012	Fair	Fair	Satisfactory	Good	600	72.1
December 2010	Fair	Fair	Satisfactory	Good	620	72.1
December 2008	Fair	Fair	Satisfactory	Good	620	72.1
December 2006	Fair	Fair	Satisfactory	Good	630	72.1
December 2004	Fair	Fair	Satisfactory	Good	740	72.1
December 2002	Fair	Fair	Satisfactory	Good	740	72.1
December 2000	Fair	Satisfactory	Satisfactory	Very Good	480	70.2
December 1998	Fair	Satisfactory	Satisfactory	Good	470	70.2
February 1997	Fair	Satisfactory	Satisfactory	Good	430	70.2
March 1995	Fair	Satisfactory	Satisfactory	Satisfactory	430	69.2
June 1993	Fair	Satisfactory	Satisfactory	Good	400	70.2
October 1991	Fair	Satisfactory	Satisfactory	Satisfactory	270	70.3

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.	125	0	125	0	0
Steel Protective Coating	sq. ft.	1,124	0	0	1,124	0
Deck
Reinforced Concrete Deck	sq. ft.	668	0	668	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	54	54	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	50	30	20	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/1099391