Fusible Polyvinyl Chloride Pipe Provides Owner with a Monolithic ...

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Fusible C-900 ® , Fusible C-905 ® And FPVC: Fusion Process Is Tightly Controlled • Qualified fusion technicians are trained and retrained every year by Underground Solutions • Initial 3 day course • Fusion equipment must meet minimum company standards to be approved for PVC fusion • Data loggers record critical fusion data for each joint • Provide real time feedback on joint integrity • Provide record of entire project for proof of system integrity • Fusion conditions logged by technician and “as-built” fusion joint record is developed for owner as necessary Fusion Date Nov. 29, 2007 Project No. 30111 Project Name Myrtle Beach 20" Force Main Diversion Jobsite Location Myrtle Beach, SC Pull No. Project Engineer Eric Kerner Fusion Technician Eric Kerner PIPE DETAILS Joint No. Pipe Dia. (in) Pipe DR Color Extruder Pipe Description 20004 20 DR 25 Green NAPCO FPVC EQUIPMENT IDENTIFICATION Piston Data Logger Serial IR Pyrometer Fusion Machine Identification Heat Plate Serial ID Area (in 2 ) No. Serial No. T-900 15.32 C09247 MDL3-0241 21462810604-1172 A. Pressures (psi) B. Ambient Conditions / Start Time Heat 131 Temp. (°F) 57 Fusion 564 Weather sunny Drag 50 Start Time 10:52 AM End Time 11:29 AM C. Heating Plate Temperature & Extrusion Marking Left Face Temperature - °F Right Face Temperature - °F 412 410 12:00 402 9:00 3:00 403 6:00 399 Piv vot 12:00 402 9:00 3:00 395 6:00 399 Joint Number 20004 15 Sept 07 @ 11:23 12 Nov 07 @ 17:47 188 235 Record extruder pipe marking (near fusion joint) and pipe length above.
San Francisco International Airport • 750 linear feet of Fusible C-900 ® • 12” DR14 for new potable water line • Fusible C-900 ® selected for its ability to be installed in aggressive soil and groundwater conditions - petroleum hydrocarbons present • Ability to withstand oxidative degradation of chlorine based disinfectants
Page 1 and 2: Hawaii Section /American Water Work
Page 3 and 4: Project Background • The South Ra
Page 5 and 6: Location of Existing Waterline To B
Page 7 and 8: Design Considerations Design: • S
Page 9 and 10: Line Replacement Layout
Page 11 and 12: Basis of Design Summary: • Replac
Page 13: The Underground Solutions ® PVC Fu
Page 17 and 18: INCORPORATION OF FUSIBLE C-900 ® A
Page 19 and 20: Continuing Research Demonstrates th
Page 21 and 22: Incorporation of Fusible C-900 ® a
Page 23 and 24: Construction Challenges • Horizon
Page 25 and 26: Fusible C-900 ® Layout - Fused Joi
Page 27 and 28: Fusible C-900 ® Layout - Installat
Page 29: Questions?

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