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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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E . . <br /> backfilling and tamping, but will not include payment for items paid for elsewhere in the <br /> a <br /> specifications . <br /> Payment shall be made under: ` <br /> Item No . 443 - 70 - French Drains - per foot. <br /> i <br /> 446 EDGEDRAIN (DRAINCRETE) — CONTROL OF QUALITY. <br /> c <br /> (REV 14540) (24940) (740) <br /> ARTICLE 446 -3 (Pages 438 — 439) is deleted and the following substituted : <br /> 446-3 Control of Quality. <br /> 446-3 . 1 Concrete Design Mix : Submit the proposed design mix prior to production, on <br /> the "Concrete Mix Design" form, for the Engineer' s approval . Use only draincrete design mixes <br /> having prior approval of the Engineer. Do not change the design mix component materials <br /> except as per 446 - 3 . 2 . <br /> The Department will verify the proposed mix design and may witness the trial <br /> batching. Meet the unit weight requirements as determined in accordance with FM 5 - 530 , and <br /> the drain rate in accordance with FM 5 - 570 . Also , provide one of the following with the design <br /> mix submittal : <br /> ( 1 ) Evidence from three sets of production data, either from Department <br /> acceptance tests or independently verifiable commercial mixes , that draincrete produced in <br /> accordance with the proposed design mix meets the requirements of this Section . <br /> (2) Test data from a single trial batch of 0 . 10 yd3 minimum is required, <br /> which demonstrates that the draincrete produced using the proposed mix , designated ingredients , <br /> and designated water-cement ratio meets the requirements of this Section . <br /> 446-3 . 2 Batch Adjustment - Materials : Meet the theoretical yield requirements of the <br /> approved mix design . Inform the Engineer of any adjustments to the approved mix design. Note <br /> any batch adjustments and record the actual quantities incorporated into the mix, on the concrete <br /> "Delivery Ticket/Certification" form . <br /> 446-3 .3 Delivery Certification : Furnish to the Engineer a complete "Delivery <br /> Ticket/Certification" form with each batch of draincrete prior to unloading at the site . <br /> 450 PRECAST PRESTRESSED CONCRETE CONSTRUCTION . <br /> (REV 7-2640) (FA 7-2940) (1 - 11 ) <br /> SUBARTICLE 450 - 9 . 2 (Page 482 — 483 ) is deleted and the following substituted : <br /> 450-9 . 2 Other Embedded Materials : <br /> 450-9 . 2 . 1 Inserts and Lifting Devices . <br /> 450-9 .2 . 1 . 1 Placement : Locate inserts and lifting devices in accordance <br /> with the tolerances listed in 450 -2 . 1 . <br /> 450-9 .2 . 1 . 2 Corrosion Protection : Provide corrosion protection for <br /> embedded metal lifting devices that would remain exposed after construction . <br /> - 143 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br />
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