Share:

US98 SR30 over Apalachicola Bay

Franklin County, Florida

Map

Coordinates:
+29.73074, -84.93524
29°43'51" N, 84°56'07" W

View more info at Bridgehunter.com

Facts

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

Name:	US98 SR30 over Apalachicola Bay
Structure number:	490032
Location:	2 Miles E OF Apalachicola
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	84.0 ft. `[25.6 m]`
Total length:	14175.6 ft. `[4320.5 m]`
Roadway width between curbs:	39.7 ft. `[12.1 m]`
Deck width edge-to-edge:	42.7 ft. `[13.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1988
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:	158
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,700 `[as of 2016]`
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Superior to present desirable criteria `[9]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	80.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Good	Satisfactory	7700	80.7
March 2016	Fair	Satisfactory	Good	Good	7000	80.7
April 2014	Fair	Satisfactory	Good	Good	7000	80.7
May 2012	Fair	Satisfactory	Good	Good	6100	80.7
June 2010	Fair	Satisfactory	Good	Good	6400	80.7
July 2008	Good	Good	Good	Good	7400	80.7
August 2006	Good	Good	Good	Good	7200	80.7
August 2004	Good	Good	Good	Good	7600	80.7
September 2002	Fair	Good	Good	Satisfactory	8000	80.7
September 2000	Fair	Good	Good	Satisfactory	6900	80.7
September 1998	Fair	Good	Good	Satisfactory	6600	80.6
September 1996	Fair	Good	Good	Satisfactory	5600	79.0
September 1994	Fair	Good	Good	Satisfactory	6600	79.0
September 1992	Fair	Good	Good	Satisfactory	3980	80.0
September 1990	Good	Good	Good	Good	4653	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
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	66,355	66,319	30	6	0
Deck
Reinforced Concrete Deck	sq. ft.	568,087	536,793	28,404	2,890	0
Substructure
Reinforced Concrete Abutment	linear ft.	85	85	0	0	0
Prestressed Concrete Pile	each	165	124	0	41	0
Reinforced Concrete Pier Cap	linear ft.	7,769	6,129	1,632	8	0
Joints
Compression Joint	linear ft.	1,923	1,412	496	0	15
Bearings
Elastomeric Bearing	each	1,580	830	750	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	28,350	21,257	7,088	5	0
Deck
Reinforced Concrete Slab	sq. ft.	38,599	30,879	7,720	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/1082723