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FAS 933 over SPRING CREEK

Clay County, Georgia

Map

Coordinates:
+31.52516, -84.82350
31°31'31" N, 84°49'25" W

Facts

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

Name:	FAS 933 over SPRING CREEK
Structure number:	000000006100140
Location:	2.5 MLES EAST OF BLUFFTO
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	15.1 ft. `[4.6 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1954
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:	6
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, would be posted or closed except for temporary shoring `[D]`
Average daily traffic:	420 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	28.6
Estimated cost of work:	$527,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Fair	Fair	Fair	420	28.6
May 2015	Fair	Fair	Fair	Fair	420	28.6
May 2013	Fair	Fair	Fair	Fair	420	28.6
May 2011	Fair	Fair	Fair	Fair	440	27.1
May 2009	Fair	Satisfactory	Satisfactory	Fair	370	28.2
May 2007	Fair	Satisfactory	Satisfactory	Fair	370	28.2
May 2005	Fair	Satisfactory	Satisfactory	Fair	530	28.0
April 2003	Fair	Satisfactory	Satisfactory	Fair	500	28.1
February 2003	Fair	Satisfactory	Satisfactory	Fair	500	65.9
May 2001	Poor	Satisfactory	Satisfactory	Poor	700	27.9
June 1999	Poor	Satisfactory	Good	Poor	700	27.9
June 1997	Poor	Satisfactory	Good	Poor	475	28.1
April 1995	Poor	Satisfactory	Good	Poor	475	28.1
April 1993	Poor	Satisfactory	Good	Poor	475	42.5
May 1991	Poor	Satisfactory	Good	Poor	475	42.5

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.	50	50	0	0	0
Timber Pile	each	33	13	20	0	0
Reinforced Concrete Pier Cap	linear ft.	125	122	3	0	0
Joints
Pourable Joint	linear ft.	168	32	0	68	68
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	180	180	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,322	2,292	0	30	0
Wearing Surfaces	sq. ft.	2,322	2,322	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/1092509