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Reso 2007-1103
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Reso 2007-1103
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Last modified
11/6/2015 2:31:40 PM
Creation date
10/29/2007 11:00:34 AM
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CityClerk-Resolutions
Resolution Type
Resolution
Resolution Number
2007-1103
Date (mm/dd/yyyy)
05/17/2007
Description
SR826 Project Bid Award & Agrmt w-Williams Paving (Bid# 07-03-02 $2,863,958.70)
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ii <br />u <br />ID <br />T'. <br />u <br />r <br />C <br />polyethylene. Use only concrete or metal mitered end sections as indicated in the Design <br />Standards. <br />When rubber gaskets are to be installed in the pipe joint, the gasket <br />shall be the sole element relied on to maintain a tight joint. Test pipe joints at the plant <br />hydrostatically using test methods in ASTM D 3212 [ASTM D 321 2M]. Soil tight joints <br />must be watertight to 2 psi [13.8 kPa]. Watertight joints must be watertight to 5 psi <br />[34.5 kPa] unless a higher pressure rating is required in the plans. <br />Provide certification of the actual mean diameter of pipe shipped to <br />the project. Include in the certification the minimum and maximum diameters used to <br />certify the actual mean diameter. The certification shall be attested to by a person having <br />legal authority to bind the manufacturing company. <br />Obtain pipe products from producers listed on the Department's List <br />of Qualified Flexible Pipe Manufacturing Plants, which may be viewed at the following: <br />http: / /www. dot. state .fl.us /statematerialsoffice/ quality / programs /qualitycontrol /materialslisti <br />ngs /sources /drainagesource.pdf . <br />Ensure that each shipment of products to the job site includes a list of <br />products and each product has an affixed legible stamp mark of the plant, indicating its <br />compliance with the requirements of the plant's Department approved Quality Control Plan <br />and Contract Documents. <br />Accept responsibility of either obtaining products from another approved <br />plant, or await re- approval of the plant, when the plant is removed from the Department's <br />list of Flexible Pipe Manufacturing Plants. <br />The Engineer will not allow changes in Contract Time or completion dates as <br />a result of the plant's loss of qualification. Accept responsibility for all delay costs or other <br />costs associated with the loss of plant's qualification. <br />948 -2.3.2 Additional Requirements for Class 11 Polyethylene Pipe: Meet the <br />following requirements: <br />Table 1 <br />Stress Crack Resistance of Pipes <br />Pipe Location <br />Test Method <br />Test Conditions <br />Requirement <br />failure time of the <br />FM 5 -572, <br />10% Igepal solution at 50 °CAverage <br />liner shall be >_ 17 <br />Pipe Liner <br />Procedure A <br />and 600 psi applied stress 5pipe <br />hours, no single value shall <br />replicates <br />be less than 12 hours.. <br />Pipe <br />Average failure time shall <br />Corrugation <br />10% Igepal solution at 50 °Cbe <br />?24 hours, no single <br />(molded <br />ASTM F 2136 <br />600 psi applied stress <br />value shall be less than 17 <br />plaque) <br />hours. <br />Test temperature 80 °C and <br />FM 5 -572, <br />applied stresses of 650 and <br />Calculate three constants <br />Procedure B450 <br />psi. Test temperature <br />Failure time at 500 psi at <br />Junction* <br />and FM 5- 57370 <br />°C and applied stress of 65023 <br />°C >_ 100 years (95% <br />ASTM D 2837psi; <br />5 replicates at each stressstatistical <br />confidence) <br />level <br />�g March 2007 01000 -182 03- 4122.D <br />
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