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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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In <br /> I II In <br /> I e 13 T 7InF <br /> e"e74 In If .a, r t ,.,. <br /> in <br /> �.. , _ aSZ+.ecFX, ' >xe Z�` . e4 _ � .r r .. C YY f;me .f , z ' ` ryY �rY`•; i"ivr fit <br /> . £, A k,,,, Y'; .r a$ � !¥? sf , '. ` <br /> r11% I <br /> 9324 .4 .3 Qualified Products List : Manufacturers seeking evaluation of their <br /> product shall submit an application in accordance with Section 6 . Applications must include test <br /> results , an Infrared Absorption scan, and a product data sheet with the recommended adhesive <br /> and installation requirements . <br /> 9324 . 5 Compression Seals and Adhesive Lubricant <br /> 9324 .5 . 1 Preformed Elastomeric Compression Seals : Preformed Elastomeric <br /> Compression Seals shall meet the requirements of ASTM D 2628 except that immersion oil <br /> IRM 903 may be substituted for Oil No . 3 in the Oil Swell test procedure . <br /> 9324 .5 . 2 Compression Seal Adhesive Lubricant : Compression Seal Adhesive <br /> Lubricant shall meet the requirements of ASTM D 4070 . The material shall be fluid from 5 ° to <br /> 120 ° F (- 15 ° to 49 ° C) . <br /> 9324 . 5 .3 Certification : The manufacturer shall provide a certified test report for <br /> I. each lot of material furnished to each project along with a statement certifying that the material <br /> conforms to this specification and identifying the project number and manufacturer ' s lot numberIn. <br /> 932- 1 . 5 .4 Verification Samples : Provide verification samples in accordance with <br /> In I <br /> Section 6 . <br /> 948 MISCELLANEOUS TYPES OF PIPE . <br /> (REV 5/19/ 10) (FA 6-9 - 10) ( 1 - 11 ) <br /> SUBARTICLE 948 - 1 . 7 (Page 901 ) is deleted and the following substituted <br /> 9484 . 7 Polyvinyl Chloride (PVC) Pipe ( 12 to 36 Inches) : Polyvinyl Chloride (PVC) <br /> Pipe for side drain , cross drain, storm drain and other specified applications shall conform to <br /> Inn III AASHTO M-278 for smooth wall PVC pipe or ASTM F- 949 for PVC ribbed pipe . Mitered end <br /> sections are not to be constructed of polyvinyl chloride . Use only concrete or metal mitered end <br /> sections as indicated in the Design Standards . <br /> All pipe produced and shipped to the job site shall meet the requirements of 105 - <br /> 3 , 2 . <br /> SUBARTICLE 948 -2 . 3 (Pages 901 — 904 ) is deleted and the following substituted : <br /> nee 948-2 .3 Corrugated High Density Polyethylene Pipe ( 12 to 60 inches) : <br /> 948-2 .3 . 1 General : Class I (50 year) corrugated Polyethylene Pipe used for side ;. <br /> In drain , storm and cross drain or french drain shall meet the requirements of AASHTO M-294 . <br /> In <br /> Class II Corrugated Pipe shall meet the requirements of AASHTO M-294 and the additional <br /> requirements as specified herein . Corrugations may only be annular. Ensure that pipe resin <br /> conforms to ASTM D -3350 minimum cell classification 435400C except that cell class 435400E <br /> In may be used if the combination of color and UV stabilizer provides the same or better UV <br /> protection than that of resin cell class 435400C . Mitered end sections are not to be constructed of <br /> polyethylene . Use only concrete or metal mitered end sections as indicated in the Design <br /> Standards . <br /> All pipe produced and shipped to the job site shall meet the requirements <br /> net of 105 - 3 . 2 . <br /> -218 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br /> Inn <br /> r Yrx t 4 <br /> r ! he v <br /> F )we <br /> A^h S:} . 4444. <br /> hIt <br /> '+n+ <br /> e nt�, i ��t„xty� In <br /> y+ a y m <br /> < L Ky �i <br /> o . }_ .<' ;-' s, . - t. ', ._, ,'.In , . <br />
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