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CROSS ROAD over BIG CYPRESS CREEK

Baker County, Georgia

Map

Coordinates:
+31.21875, -84.51034
31°13'08" N, 84°30'37" W

Facts

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

Name:	CROSS ROAD over BIG CYPRESS CREEK
Structure number:	000000000750040
Location:	APP 12 MI SW OF NEWTON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	15.1 ft. `[4.6 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	23.0 ft. `[7.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	6
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	90 `[as of 2011]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	47.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$527,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Poor	Fair	Fair	Poor	90	47.9
January 2015	Poor	Satisfactory	Satisfactory	Poor	90	48.9
January 2013	Poor	Fair	Fair	Poor	90	47.9
January 2011	Poor	Fair	Fair	Poor	620	32.0
January 2009	Poor	Fair	Fair	Poor	620	32.0
January 2007	Poor	Fair	Fair	Poor	630	32.0
January 2005	Poor	Fair	Fair	Poor	740	31.7
January 2003	Poor	Fair	Fair	Poor	740	33.7
January 2001	Poor	Fair	Fair	Poor	480	34.2
April 1999	Poor	Fair	Fair	Serious	470	22.3
December 1996	Poor	Fair	Fair	Serious	430	22.5
January 1995	Poor	Fair	Fair	Poor	400	20.8
January 1993	Poor	Fair	Fair	Serious	400	20.8
January 1991	Poor	Fair	Fair	Serious	270	21.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	46	46	0	0	0
Timber Pile	each	31	31	0	0	0
Reinforced Concrete Pier Cap	linear ft.	115	115	0	0	0
Joints
Pourable Joint	linear ft.	161	93	68	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	180	178	2	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,082	2,072	5	5	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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