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US 98 SR 30 over Porter Bar Creek

Franklin County, Florida

Map

Coordinates:
+29.75000, -84.85003
29°45'00" N, 84°51'00" W

Facts

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

Name:	US 98 SR 30 over Porter Bar Creek
Structure number:	490027
Location:	2.0 Miles W OF SR65
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.7 ft. `[13.0 m]`
Skew angle:	21°
Owner:	State Highway Agency `[01]`
Year built:	1979
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,400 `[as of 2016]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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:	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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	80.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Satisfactory	Good	5400	80.5
July 2016	Good	Good	Good	Good	5300	80.5
July 2014	Good	Good	Good	Good	5200	80.5
July 2012	Good	Good	Good	Good	4900	81.5
July 2010	Good	Good	Good	Good	4500	81.5
August 2008	Good	Good	Good	Good	5100	80.5
September 2006	Good	Good	Good	Good	4800	81.5
October 2004	Good	Good	Good	Good	5000	81.5
October 2002	Good	Good	Good	Good	4900	81.5
November 2000	Good	Good	Good	Good	4400	80.5
December 1998	Good	Good	Good	Good	4300	80.5
January 1997	Good	Good	Good	Good	4500	79.0
January 1995	Good	Good	Good	Good	3000	80.0
January 1993	Good	Good	Good	Good	3693	80.0
February 1991	Good	Good	Good	Good	3635	80.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	92	82	10	0	0
Prestressed Concrete Pile	each	5	0	5	0	0
Reinforced Concrete Pier Cap	linear ft.	47	19	28	0	0
Joints
Pourable Joint	linear ft.	85	48	37	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	124	96	28	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,635	790	1,845	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/1082718