My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-213 (5)
CBCC
>
Official Documents
>
2000's
>
2008
>
2008-213 (5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/6/2016 10:43:21 AM
Creation date
10/1/2015 12:22:22 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
Approved Date
07/01/2008
Control Number
2008-213
Agenda Item Number
8.AA
Entity Name
Ocean Gate General Contractors
Subject
Wabasso Beach Park Restoration
Area
Wabasso Beach
Bid Number
2008032
Supplemental fields
SmeadsoftID
7474
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
94
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Be Admixtures are permitted in accordance with FDOT Standard Specifications for Road <br /> and Bridge Construction , 2007 , Section 346-2 . 5 . <br /> Co Except where shown on the plans , slabs on grade , and walks shall be reinforced with <br /> Fibermesh , as manufactured by SI Concrete Systems , or approved equal . <br /> D . Use forms of either wood or metal with a depth equal to the Plan dimensions forthe depth <br /> of concrete being deposited against them , as shown on the construction drawings . Forms <br /> shall be straight , free from warp or bends , and of sufficient strength when staked to resist <br /> the pressure of the concrete without deviation from line and grade . Clean the forms each <br /> time they are used , and oil or saturate with water prior to placing the concrete . <br /> E . Preformed Joint Filler: Preformed joint filler shall be nonextruding and resilient <br /> bituminous type and shall conform to the requirements of Section 932A , FDOT Standard <br /> Specifications for Road and Bridge Construction , 2007 . <br /> F . Joint Sealer: Joint sealer shall conform to the requirements of Section 932- 1 . 2 , FDOT <br /> Standard Specifications for Road and Bridge Construction , 2007 , <br /> G . Membrane Curing Compound : Membrane curing compound shall conform to the <br /> requirements of Section 925 . 2 , FDOT Standard Specifications for Road and Bridge <br /> Construction , 2007 , <br /> PART 3 -- EXECUTION <br /> 3 . 01 PREPARATION <br /> A . The foundation shall be excavated or backfilled to the required depth . Compact the <br /> foundation material upon which the slabs on grade or sidewalk is to be set to , at least 98 <br /> percent of the maximum density as determined by AASHTO T- 180 or 100 percent of the <br /> maximum density as determined by AASHTO T-99,, with an even surface , true to line , <br /> grade and cross section , and soaking wet at the concrete is placed . <br /> Be Forms : Set the forms straight , free from wrap or bends , and true to line and grade . <br /> C . rmi <br /> li f <br /> S p o ng . The slipforming method will be allowed , provided that an acceptable finished <br /> product , true to line , grade , and cross section is consistently produced . <br /> 3 . 02 MIXING CONCRETE <br /> A . Concrete shall be mixed in accordance with FDOT Standard Specifications for Road and <br /> Bridge Construction , 2007 , Section 346-7 . <br /> 3 . 03 INSTALLATION <br /> A . Placing Concrete : <br /> 02440-2 02440 — Concrete Driveways , etc . . . <br />
The URL can be used to link to this page
Your browser does not support the video tag.