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2004-013.C
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2004-013.C
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Last modified
8/18/2016 10:05:33 AM
Creation date
9/30/2015 7:14:24 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/13/2004
Control Number
2004-013.C
Agenda Item Number
11.I.1
Entity Name
Barth Construction
Subject
North County Regional Park Volume II
Contract and Specifications
Area
North County Regional Park
Project Number
0399
Bid Number
6038
Archived Roll/Disk#
3209
Supplemental fields
SmeadsoftID
3589
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3 . 02 CONCRETE PLACEMENT : <br /> A . General : <br /> Comply with requirements of Division 3 sections for mixing and placing concrete, <br /> and as herein specified . <br /> Be Do not place concrete until subbase and forms have been checked for line and <br /> grade . Moisten subbase if required to provide a uniform dampened condition at <br /> time concrete is placed. Do not place concrete around manholes or other structures <br /> until they are at required finish elevation and alignment. <br /> C . Place concrete using methods which prevent segregation of mix . Consolidate <br /> concrete along face of forms and adjacent to transverse joints with internal vibrator. <br /> Keep vibrator away from joint assemblies, reinforcement, or side forms . Use only <br /> square-faced shovels for hand- spreading and consolidation. Consolidate with care <br /> to prevent dislocation of reinforcing, dowels , and joint devices . <br /> D . Deposit and spread concrete in a continuous operation between transverse joints, as <br /> far as possible. If interrupted for more than '/2 hour, place a construction joint . Do <br /> not use concrete pumps unless they are capable of delivering 3 /4 " rock mix. <br /> 3 . 03 JOINTS : <br /> A . General : <br /> Construct expansion, weakened-plane (contraction), and construction joints true-to- <br /> line with face perpendicular to surface of concrete . Construct transverse joints at <br /> right angles to the centerline, unless otherwise indicated . <br /> Be Tooled Joints : <br /> Form weakened-plane joints in fresh concrete by grooving top portion with a <br /> recommended cutting tool and finishing edges with a jointer. <br /> CO Construction Joints : <br /> Place construction joints at the end of pours and at locations where placement <br /> operations are stopped for a period of more than %2 hour, except where such pours <br /> terminate at expansion joints . <br /> D . Sawcut Control Joints shall be cut a minimum of 1 " deep within 24 hours of <br /> concrete placement and located per drawings . <br /> 3 . 04 CONCRETE FINISHING <br /> A . After striking-off and consolidating concrete, smooth surface by screeding and <br /> floating . Use hand methods only where mechanical floating is not possible . Adjust <br /> floating to compact surface and produce uniform texture . <br /> 02515-3 <br />
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