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Ramp D2 over Bonnet Creek

Osceola County, Florida

Map

Coordinates:
+28.34621, -81.53391
28°20'46" N, 81°32'02" W

Facts

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

Name:	Ramp D2 over Bonnet Creek
Structure number:	920183
Location:	Ramp D2 - Bonnet Creek
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	86.9 ft. `[26.5 m]`
Total length:	263.1 ft. `[80.2 m]`
Roadway width between curbs:	40.4 ft. `[12.3 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Skew angle:	3°
Owner:	State Highway Agency `[01]`
Year built:	2001
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:	3
Main spans material:	Prestressed concrete `[5]`
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: January 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	6,100 `[as of 2015]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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
January 2017	Good	Good	Very Good	Good	6100	99.4
January 2015	Good	Good	Very Good	Good	4900	99.5
January 2013	Good	Good	Very Good	Good	5200	99.5
January 2011	Good	Good	Very Good	Good	11600	98.9
February 2009	Good	Good	Very Good	Good	11600	98.9
March 2007	Good	Good	Very Good	Good	11600	98.9
March 2005	Good	Very Good	Very Good	Very Good	11600	98.9
March 2003	Good	Very Good	Very Good	Very Good	11600	96.9
March 2001	Good	Very Good	Very Good	Very Good	11600	93.4

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.	1,325	1,325	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,309	11,244	65	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	89	87	0	2	0
Prestressed Concrete Pile	each	12	0	6	6	0
Reinforced Concrete Pier Cap	linear ft.	43	39	4	0	0
Joints
Strip Seal Joint	linear ft.	85	85	0	0	0
Bearings
Elastomeric Bearing	each	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	578	450	128	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/1088871