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11TH STREET over HAWKS GULLY

Richmond County, Georgia

Map

Coordinates:
+33.47305, -81.97307
33°28'23" N, 81°58'23" W

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Facts

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

Name:	11TH STREET over HAWKS GULLY
Structure number:	000000024500930
Location:	13 MI NE OF HEPHIZIBAH
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	25.9 ft. `[7.9 m]`
Total length:	25.9 ft. `[7.9 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	61.7 ft. `[18.8 m]`
Skew angle:	17°
Owner:	County Highway Agency `[02]`
Year built:	1917
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,630 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Very Good `[8 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:	Equal to present minimum criteria `[6]`
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:	89.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$152,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Very Good	Good	Satisfactory	2630	89.1
November 2015	Fair	Very Good	Good	Satisfactory	2630	89.1
November 2013	Fair	Very Good	Good	Satisfactory	2630	89.1
November 2011	Fair	Very Good	Good	Satisfactory	2670	88.1
December 2009	Fair	Very Good	Good	Satisfactory	2150	88.2
December 2007	Fair	Very Good	Good	Satisfactory	2150	88.2
December 2005	Fair	Very Good	Good	Satisfactory	1630	89.3
January 2004	Fair	-	-	-	2200	89.2
January 2002	Fair	-	-	-	2200	89.2
January 2000	Fair	-	-	-	2920	89.0
December 1997	Fair	-	-	-	2920	89.0
December 1995	Fair	-	-	-	2920	89.0
April 1994	Fair	-	-	-	2920	89.0
July 1992	Fair	-	-	-	2920	89.0
December 1990	Fair	-	-	-	2920	89.0

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.	26	26	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	124	124	0	0	0
Bridge Rail
Masonry Bridge Rail	linear ft.	52	52	0	0	0
Deck
Other Material Deck	sq. ft.	1,604	1,604	0	0	0
Wearing Surfaces	sq. ft.	1,604	1,304	300	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/1101692