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2011-226B.1
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2011-226B.1
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Entry Properties
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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h c <br /> 4 a i, € .. t '�:.,,�`:ro,vxT✓,�'.�' x" . . .. '� '^„� e�3, , �"za• a`,,.�„ . tai d x � s " � � <br />a `�' *r 1 , <br /> _, .� ?.,.�.� ^�,�"*�. .�"' _-,c _ �� "•, . :�� �j ,v§r-k � c€'+� a's+�'"k "' ��"; '"�� 'zrr .,�.E,.>'x` -m+� <br /> �, ,�'1st'r " r.' ,� ",.��r-�#'��z � s-"w`"»Y`��"t".m� -' , "�.1"+"�,y v"� <br /> SUBARTICLE 350-3 . 3 (Page 345 ) is deleted and the following substituted : <br /> 350-3 .3 Vibratory Units : Consolidate the concrete for the full width of the strip being <br /> placed with either surface pan type or internal type vibrators . Use a vibration method with <br /> sufficient intensity and duration to ensure complete consolidation of the concrete without causing <br /> segregation of the materials. <br /> For the surface vibrators , use a frequency of not less than 3 , 500 impulses per <br /> minute . For internal type vibrators, use a frequency of not less than 5 , 000 impulses per minute <br /> for tube vibrators and not less than 7 , 000 impulses per minute for spud vibrators . When using <br /> spud-type internal vibrators adjacent to forms , either hand-operated or attached to spreaders or <br /> finishing machines , use a frequency of not less than 3 , 500 impulses per minute . Measure and <br /> record the frequency of internal vibrators in plastic concrete and submit data to the Engineer. <br /> Mount spud vibrators such that the free tip trails , and space spud vibrators at a maximum interval <br /> of 30 inches . <br /> Provide an amplitude of vibration with spud vibrators that is sufficient for the <br /> vibration to be perceptible on the surface of the concrete along the entire width of the strip being <br /> placed. Measure and record the actual frequency of vibrations and submit data to the Engineer. <br /> Control all vibration by the forward movement of the spreader or finishing machine so that <br /> vibration automatically ceases when stopping the forward movement of the spreader. <br /> SUBARTICLE 350-5 . 4 (Page 347) is deleted and the following substituted : <br /> 350-5.4 Cleaning Forms : Thoroughly clean the forms after each use and before placing <br /> concrete against thein . Apply a release agent in accordance with the manufacturer ' s <br /> recommendations . <br /> ARTICLE 350- 6 (Page 347) is deleted and the following substituted : <br /> 350-6 Protection from Weather. <br /> Meet the requirements of 400- 7 . 1 when placing concrete . When rain appears imminent, <br /> stop all paving operations , and cover the surface of the unhardened concrete with the protective <br /> covering . <br /> SUBARTICLE 350- 7 . 2 (Page 347) is deleted and the following substituted : <br /> 350-7. 2 Fabric : Place welded wire reinforcement at right angles to the centerline of the <br /> pavement and accurately to the position and location shown in the plans . Lap adjacent sheets of <br /> welded wire reinforcement not less than 6 inches . Make the laps only in the longitudinal <br /> members . <br /> IL <br /> - 128 - <br /> FPID ( S ) : 423186. 1 . 58 . 01 <br /> �.» t m-z^r A x r 4 S +,�^:i n G•st` - <br /> 7777 fir t <br /> vv S A 4 <br /> 2 <br /> .x . .. . . ... I „», Z <br />
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