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US 319 SR 377 over Ochlockonee River

Franklin County, Florida

Map

Coordinates:
+29.98802, -84.50217
29°59'17" N, 84°30'08" W

Facts

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

Name:	US 319 SR 377 over Ochlockonee River
Structure number:	490028
Location:	5.4 Mi North of US98/SR30
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	57.4 ft. `[17.5 m]`
Total length:	862.6 ft. `[262.9 m]`
Roadway width between curbs:	43.6 ft. `[13.3 m]`
Deck width edge-to-edge:	46.3 ft. `[14.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1977
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	15
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,000 `[as of 2016]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	99.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Satisfactory	Satisfactory	2000	99.4
January 2017	Fair	Good	Satisfactory	Satisfactory	1750	99.5
January 2015	Fair	Good	Satisfactory	Satisfactory	1600	99.6
January 2013	Fair	Good	Good	Satisfactory	1600	99.6
January 2011	Fair	Good	Good	Satisfactory	1600	99.6
January 2009	Fair	Good	Good	Satisfactory	1800	99.5
February 2007	Fair	Good	Good	Satisfactory	1500	99.6
March 2005	Fair	Good	Good	Satisfactory	2000	99.4
April 2003	Fair	Good	Good	Satisfactory	1850	99.5
May 2001	Fair	Good	Good	Satisfactory	1200	99.6
June 1999	Fair	Good	Good	Satisfactory	1650	99.5
July 1997	Fair	Good	Good	Satisfactory	1250	96.3
August 1995	Fair	Good	Good	Satisfactory	1500	96.0
August 1993	Fair	Good	Good	Satisfactory	1150	96.4
July 1991	Fair	Good	Good	Satisfactory	1473	96.0

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
Prestressed Concrete Girder/Beam	linear ft.	4,314	4,310	4	0	0
Deck
Reinforced Concrete Deck	sq. ft.	39,934	0	3,993	35,941	0
Substructure
Reinforced Concrete Abutment	linear ft.	92	84	8	0	0
Prestressed Concrete Pile	each	90	0	0	0	90
Reinforced Concrete Pier Cap	linear ft.	646	568	78	0	0
Joints
Pourable Joint	linear ft.	132	83	40	9	0
Bearings
Elastomeric Bearing	each	150	150	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,726	1,606	120	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/1082719