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US 98 SR 30 over Carrabelle River

Franklin County, Florida

Map

Coordinates:
+29.85046, -84.67641
29°51'02" N, 84°40'35" W

Facts

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

Name:	US 98 SR 30 over Carrabelle River
Structure number:	490023
Location:	11.9 Miles East of SR65
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	91.9 ft. `[28.0 m]`
Total length:	1825.5 ft. `[556.4 m]`
Roadway width between curbs:	43.6 ft. `[13.3 m]`
Deck width edge-to-edge:	46.3 ft. `[14.1 m]`
Vertical clearance below bridge:	36.1 ft. `[11.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1977
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	27
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:	5,200 `[as of 2016]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	58.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Good	Fair	5200	58.1
December 2016	Fair	Satisfactory	Good	Fair	5100	58.1
January 2015	Fair	Good	Good	Satisfactory	5100	68.1
January 2013	Good	Good	Good	Good	5000	67.2
January 2011	Good	Good	Good	Good	3200	67.2
January 2009	Good	Good	Good	Good	4100	67.2
February 2007	Good	Good	Good	Good	5800	77.9
March 2005	Good	Good	Good	Good	6000	79.9
March 2003	Good	Good	Good	Good	6200	77.9
May 2001	Fair	Good	Good	Satisfactory	5900	77.9
June 1999	Fair	Good	Good	Satisfactory	7200	77.9
July 1997	Fair	Good	Good	Satisfactory	4300	82.4
August 1995	Fair	Good	Satisfactory	Satisfactory	5400	81.4
August 1993	Fair	Good	Satisfactory	Satisfactory	4310	82.0
July 1991	Fair	Satisfactory	Satisfactory	Satisfactory	3750	78.2

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.	10,951	10,918	11	22	0
Deck
Reinforced Concrete Deck	sq. ft.	84,516	80,086	4,376	54	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Pier Wall	linear ft.	68	0	65	3	0
Reinforced Concrete Abutment	linear ft.	89	83	6	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	40	0	23	17	0
Steel Pile	each	54	54	0	0	0
Prestressed Concrete Pile	each	151	14	89	48	0
Reinforced Concrete Pier Cap	linear ft.	1,178	1,047	128	3	0
Joints
Compression Joint	linear ft.	554	414	140	0	0
Bearings
Elastomeric Bearing	each	324	322	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	3,652	0	3,652	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/1082714