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2011-226B.1
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2011-226B.1
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Last modified
2/17/2016 2:18:33 PM
Creation date
10/1/2015 3:12:48 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/01/2011
Control Number
2011-226B.1
Agenda Item Number
8.N.
Entity Name
Goodson Paving
Subject
Contract and Specifications Old Dixie Sidewalk
Volume II
Area
Old Dixie Highway from 38th Lane to 65th St.
Project Number
0845
Bid Number
2011045
Supplemental fields
SmeadsoftID
10419
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SUBARTICLE 400 - 7 . 13 . 2 (page 389) is deleted and the following substituted : <br /> 4004. 13 . 2 Screed Demonstration : Subsequent to the placement of all <br /> reinforcing steel and prior to placing any slab or deck concrete , demonstrate that the proposed <br /> equipment and methods can finish the concrete to the specified grades while maintaining the <br /> specified cover over the reinforcement. Provide the demonstration over the entire length and <br /> width of the spans to be placed. <br /> SUBSECTION 400- 11 . 3 (Page 394) is deleted. <br /> SUBSECTION 400- 11 . 4 (Page 394) is the deleted and the following substituted : <br /> 40041 .3 Bearing Pads : Use bearing pads for seating bridge shoes , ends of beams, and <br /> slabs of the types specified or required in the plans . <br /> Fumish and install Composite Neoprene Pads as detailed in the plans . Place <br /> neoprene pads , where specified or required, directly on masonry surfaces finished in accordance <br /> with the requirements of this Article . Ensure that pads , bearing areas of bridge seats , and metal <br /> bearing plates are thoroughly cleaned and free from oil, grease, and other foreign materials . <br /> Exercise care in fabrication of related metal parts to avoid producing conditions <br /> detrimental to the performance of the pads , such as uneven bearing, excessive bulging, etc . <br /> ARTICLE 400 - 14 (Page 394 - 395 ) is deleted and the following substituted : <br /> 400- 14 Removal of Forms . <br /> Use the table below as the criterion for minimum time or compressive strength required <br /> before removal of forms or supports . <br /> When using the time period criterion , include in the time period all days except days in <br /> which the temperature falls below 40°F . <br /> Use the specified 28 -day minimum compressive strength value as stated in 346 - 3 . 1 for <br /> each Class of Concrete utilized. <br /> Minimum Time for Form Minimum (%) of 28 -day <br /> Location of Concrete Placement Removal for any Strength Compressive Strength for <br /> Concrete * Form Removal <br /> 1 ) Deck slabs , top slabs of culverts and bottom of caps , forms under sidewalks , and safety curb <br /> overhangs extending more than 2 feet <br /> (a) Class II (Bridge Deck) 7 days * * 75 * * <br /> (b) Class II (Other than Bridge Deck) 7 days 75 <br /> (c) Class III 7 days 70 <br /> (d) Class IV 7 days 60 <br /> (e) Class V 7 days 50 <br /> - 136 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br /> k <br /> sN <br /> ,, . <br />
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