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US 19/SR 3 (NBL) over SR 520 BUSINESS

Dougherty County, Georgia

Map

Coordinates:
+31.57169, -84.11136
31°34'18" N, 84°06'41" W

Facts

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

Name:	US 19/SR 3 (NBL) over SR 520 BUSINESS
Structure number:	000000009500290
Location:	ALBANY - EASTSIDE (Ogleth
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	66.9 ft. `[20.4 m]`
Total length:	213.9 ft. `[65.2 m]`
Roadway width between curbs:	55.1 ft. `[16.8 m]`
Deck width edge-to-edge:	58.7 ft. `[17.9 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1974
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	4
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: December 2015

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	24,730 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	34.7 tons `[31.5 metric tons]`
Inventory rating:	20.8 tons `[18.9 metric tons]`
Sufficiency rating:	75.4
Estimated cost of work:	$1,254,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
December 2015	75.4	Fair	Satisfactory	Good	Good	-	24730
December 2013	75.4	Good	Good	Good	Good	-	24730
December 2011	77.0	Good	Good	Good	Good	-	31220
December 2009	77.0	Good	Good	Good	Good	-	31220
November 2007	77.0	Good	Good	Very Good	Very Good	-	31220
December 2005	95.7	Good	Good	Very Good	Very Good	-	27600
December 2003	95.6	Good	Good	Very Good	Very Good	-	29000
November 2001	90.5	Good	Good	Very Good	Very Good	-	29600
December 1999	91.3	Good	Good	Very Good	Very Good	-	14400
December 1997	91.3	Good	Good	Very Good	Very Good	-	14400
August 1995	92.0	Good	Good	Very Good	Very Good	-	-
October 1993	92.0	Good	Good	Very Good	Very Good	-	-
November 1991	91.4	Good	Good	Very Good	Very Good	-	7500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	1,846	1,846	0	0	0
Steel Protective Coating	sq. ft.	15,844	15,844	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	12,562	12,550	12	0	0
Substructure
Reinforced Concrete Column	each	9	9	0	0	0
Reinforced Concrete Abutment	linear ft.	124	124	0	0	0
Reinforced Concrete Pier Cap	linear ft.	186	186	0	0	0
Joints
Pourable Joint	linear ft.	295	205	0	50	40
Bearings
Movable Bearing	each	34	34	0	0	0
Steel Protective Coating	sq. ft.	34	34	0	0	0
Fixed Bearing	each	34	34	0	0	0
Steel Protective Coating	sq. ft.	34	34	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	428	428	0	0	0

© Copyright 2012-18, 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/1094702