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2008-213 (8)
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2008-213 (8)
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Last modified
4/6/2016 10:48:14 AM
Creation date
10/1/2015 12:22:55 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
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
7475
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strike off, consolidate, and finish the pavement to the required cross section. <br /> E . Concrete Saw - Concrete saw(s) shall be capable of cutting hardened concrete neatly to the <br /> dimensions specified on the Plans. The saw(s) shall be equipped with a suitable guard and <br /> protective eye ware . <br /> F . Joint Sealing Equipment - Sealing equipment shall be capable of installing the sealant in joints in <br /> accordance with the manufacturer's recommendations. <br /> G. Membrane Compound Sprayer - A pressure sprayer capable of applying a continuous uniform film <br /> shall be required. <br /> 2 .02 FORMS <br /> A . Unless special provision is made for use of wood, all side forms for this work shall be of metal <br /> of a depth at least equal to the edge thickness of the pavement, except that it is permissible <br /> to increase the depth of forms by fastening boards under the forms . The sections shall have a <br /> length of at least ten feet each, except on curves of less than 150 foot radius, where other materials <br /> may be used as provided in Paragraph C, below. Forms with a height of eight or more inches shall <br /> have a base width of at least eight inches. Other forms shall have a minimum base width of six <br /> inches. When set to grade and staked in place, the maximum deviation of the top surface of any <br /> section from a straight line shall not exceed 1 /8 inch. <br /> B . The method of connection between sections shall be such that the formed joint shall be free <br /> from play or movement in any direction. The bracing and support must be ample to prevent <br /> the deflection of the forms under the pressure of the concrete or the weight or thrust of the <br /> machinery operating on the forms. <br /> C . Flexible steel or wood forms may be used only when specifically provided for on the plans with <br /> the exception that their use is herein approved for all curves having a radius of less than 150 feet. <br /> Wood forms shall be equal in depth to the edge thickness of the pavement. Forms shall be held <br /> by stakes andsecurely braced at any point where necessary so that no movement will result from <br /> pressure of the concrete or the weight or thrust of machinery operating on the forms. <br /> 2 .03 REINFORCING STEEL <br /> A. If reinforcing is called for on the Plans, the reinforcing steel shall conform to the following: <br /> Welded Wire Mats (No Rolled Fabrics) - ASTM A- 185 <br /> Deformed Bars - ASTM A615 Grade 60 <br /> B . All reinforcing shall be adequately supported on mortar blocks or plastic chairs at the proper <br /> elevation. <br /> 2 .04 CONCRETE <br /> A . Concrete Proportioning <br /> The actual proportions of cement, fine aggregate, coarse aggregate, water and admixtures to be <br /> used for various strength mixes shall be determined by an approved testing laboratory with the <br /> mix having the signature and seal of a State of Florida registered professional engineer. The <br /> concrete shall be in accordance with the American Concrete Institute (ACI) standard 318-77, <br /> 02752 — Concrete Paving <br /> 02752- 2 <br />
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