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REYNOLDS BR ROAD over TWO RUN CREEK

Bartow County, Georgia

Map

Coordinates:
+34.21543, -84.96877
34°12'56" N, 84°58'08" W

Facts

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

Name:	REYNOLDS BR ROAD over TWO RUN CREEK
Structure number:	000000001501120
Location:	2 MI SW OF KINGSTON
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	128.9 ft. `[39.3 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1969
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:	3
Main spans material:	Steel `[3]`
Main spans 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: July 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,490 `[as of 2011]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	73.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$756,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2016	Fair	Satisfactory	Very Good	Good	1490	73.3
July 2014	Good	Good	Very Good	Good	1490	73.3
July 2012	Good	Good	Very Good	Good	1490	72.0
July 2010	Good	Good	Very Good	Good	1390	72.1
August 2008	Good	Good	Very Good	Good	1390	72.1
September 2006	Fair	Good	Satisfactory	Fair	1460	36.2
July 2004	Fair	Good	Satisfactory	Fair	1180	36.4
July 2002	Fair	Good	Good	Satisfactory	1300	46.6
June 2000	Fair	Good	Good	Satisfactory	1200	70.6
September 1998	Fair	Good	Good	Satisfactory	1200	70.5
September 1996	Fair	Good	Good	Satisfactory	1170	70.5
September 1994	Fair	Very Good	Very Good	Satisfactory	1170	71.6
August 1992	Fair	Very Good	Very Good	Satisfactory	1170	71.6
February 1991	Fair	Very Good	Very Good	Satisfactory	920	72.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	822	822	0	0	0
Steel Protective Coating	sq. ft.	6,960	6,960	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,822	0	3,822	0	0
Substructure
Steel Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Reinforced Concrete Pier Cap	linear ft.	56	56	0	0	0
Joints
Pourable Joint	linear ft.	108	81	0	27	0
Bearings
Movable Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	18	18	0	0	0
Fixed Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	18	18	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	258	258	0	0	0

© Copyright 2012-19, 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/1090350