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HODGES ROAD over MULE CREEK

Brooks County, Georgia

Map

Coordinates:
+30.93171, -83.66367
30°55'54" N, 83°39'49" W

Facts

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

Name:	HODGES ROAD over MULE CREEK
Structure number:	000000002750280
Location:	APP 5 MI SE OF PAVO
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	16.1 ft. `[4.9 m]`
Total length:	149.9 ft. `[45.7 m]`
Roadway width between curbs:	14.8 ft. `[4.5 m]`
Deck width edge-to-edge:	14.8 ft. `[4.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	10
Main spans material:	Wood or timber `[7]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	50 `[as of 2011]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	24.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$639,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Fair	Poor	Satisfactory	50	24.3
August 2016	Poor	Fair	Poor	Satisfactory	50	24.3
August 2014	Fair	Satisfactory	Fair	Satisfactory	50	25.3
August 2012	Fair	Fair	Fair	Fair	50	24.3
August 2010	Fair	Fair	Fair	Fair	140	19.3
September 2008	Fair	Fair	Fair	Fair	140	19.3
August 2006	Fair	Fair	Fair	Fair	150	21.1
August 2004	Fair	Fair	Fair	Fair	100	25.4
August 2002	Poor	Fair	Fair	Poor	100	21.3
August 2000	Poor	Poor	Fair	Poor	100	19.0
December 1998	Fair	Fair	Fair	Fair	90	27.4
September 1996	Fair	Fair	Fair	Fair	90	27.4
November 1994	Fair	Fair	Fair	Fair	90	27.9
December 1992	Fair	Fair	Fair	Fair	90	27.9
February 1991	Fair	Fair	Fair	Fair	90	27.9

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
Timber Stringer	linear ft.	1,931	1,925	0	0	6
Substructure
Timber Abutment	linear ft.	15	15	0	0	0
Timber Pile	each	34	34	0	0	0
Timber Pier Cap	linear ft.	300	273	27	0	0
Deck
Timber Deck	sq. ft.	2,235	1,903	211	121	0
Wearing Surfaces	sq. ft.	897	557	290	50	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/1090980