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2008-009 (4)
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2008-009 (4)
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Last modified
3/21/2016 10:18:25 AM
Creation date
9/30/2015 11:53:24 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/08/2008
Control Number
2008-009 (4)
Agenda Item Number
11.I.1
Entity Name
H & J Contracting
Subject
CR 512 Phase IV Improvements
Area
CR 512
Project Number
9611
Bid Number
2008012
Supplemental fields
SmeadsoftID
6831
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4W <br /> F . Ductile Iron Pipe and Fittings <br /> 1 . General <br /> a. Ductile iron pipe shall be allowed for use as water pipe where compatible with the <br /> specific conditions of the project. The use of material other than ductile iron may be <br /> required by IRCDUS during construction permit review, or by IRCDUS field <br /> personnel, if it is determined that ductile iron pipe is unsuitable for the particular <br /> application . <br /> r' b. All ductile iron pipe shall be manufactured in accordance with AWWA Specification C- <br /> 151 and shall be Class 52 minimum. <br /> c. Unless specifically indicated otherwise, restrained joint underground piping shall be <br /> manufactured restrained bell and spigot and aboveground piping shall be flanged. <br /> d . Cutting of ductile iron pipe shall be sawing only. <br /> 2. Pipe <br /> Ductile iron pipe shall be bell and spigot cast in accordance with AWWA Specification <br /> C151 (ANSI A21 . 51 -86) , or latest revision . Cast ductile iron shall have a minimum <br /> tensile strength of 60 , 000 psi , with a minimum yield strength of 42, 000 psi . Pipe wall <br /> thickness shall be computed in accordance with AWWA Specification C150 (ANSI <br /> A21 .50-81 ), or latest revision, using the physical characteristics cited above, with a <br /> minimum working pressure of 150 psi and a Laying Condition "Type 2. " Unless <br /> • otherwise indicated or specified herein, the pipe "shall have the minimum wall thickness <br /> according to class designation for diameters shown. All pipe shall be given a minimum <br /> factory hydrostatic test of 500 pounds per square inch. <br /> r <br /> Class 50 Class 52 <br /> Pipe Diameter Minimum Wall Thickness Minimum Wali Thickness <br /> .. Inches inches inches <br /> 4 — 0 .29 <br /> 6 0.25 0. 31 <br /> 8 0.27 0.33 <br /> 10 0.29 0.35 <br /> 12 0.31 0 .37 <br /> 14 0 .33 0. 39 <br /> 16 0.34 0.40 <br /> 18 0.35 0.41 <br /> 20 0.36 0.42 <br /> 24 0.38 0.44 <br /> 30 0.39 0.47 <br /> 36 0.43 0.53 <br /> 42 0.47 0. 59 <br /> w <br />
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