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HomeMy WebLinkAbout02_Storm Utility Material SubmittalsTo: DATE: 1/15/2021 Attention:PHONE: Project: We are enclosing: Submittal Application Supplier Storm Utility Material Storm Sewer Core and Main (A) For approval or corrections - Return (B) For review and comment (C) Approved as corrected - Return (D) Approved - Work may proceed (E) Revise and resubmit - Work may proceed (F) Revise and resubmit - Work MAY NOT proceed ACTION REQUIRED Product 1 Misc. Product Data Cut Sheets A Forest Terrace (Pulte Homes) Renton, WA ITEM #DESCRIPTION ACTION REQD. Barghausen Consulting Engineers, Inc. SUBMITTAL #02 - Storm Utilities 18215 72nd Ave S Kent, WA 98032 Trenton Skoda HOS BROS. CONSTRUCTION PO BOX 1788 WOODINVILLE, WA 98072 425-481-5569-PHONE 425-481-6634-FAX ADS, Inc. Drainage Handbook Specifications ¨ 1-15 Ó ADS, Inc., March 2020 ADS HP STORM 12”- 60” PIPE SPECIFICATION Scope This specification describes 12- through 60-inch (300 to 1500 mm) ADS HP Storm pipe for use in gravity-flow storm drainage applications. Pipe Requirements ADS HP Storm pipe shall have a smooth interior and annular exterior corrugations. · 12- through 60-inch (300 to 1500 mm) pipe shall meet ASTM F2881 or AASHTO M330 · Manning’s “n” value for use in design shall be 0.012 Joint Performance Pipe shall be joined using a bell & spigot joint meeting the requirements of ASTM F2881 or AASHTO M330. The joint shall be watertight according to the requirements of ASTM D3212. Gaskets shall meet the requirements of ASTM F477. Gasket shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. Fittings Fittings shall conform to ASTM F2881 or AASHTO M330. Bell and spigot connections shall utilize a welded or integral bell and valley or inline gaskets meeting the watertight joint performance requirements of ASTM D3212. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F1417 or ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Polypropylene compound for pipe and fitting production shall be impact modified copolymer meeting the material requirements of ASTM F2881, Section 5 and AASHTO M330, Section 6.1. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in traffic areas for 12- through 48-inch (300 to 1200 mm) diameters shall be one foot (0.3 m) and for 60-inch (1500 mm) diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD), or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.04. Contact your local ADS representative or visit our website at www.ads-pipe.com for a copy of the latest installation guidelines. Pipe Dimensions Nominal Pipe I.D. in (mm) 12 (300) 15 (375) 18 (450) 24 (600) 30 (750) 36 (900) 42 (1050) 48 (1200) 60 (1500) Average Pipe I.D. in (mm) 12.2 (310) 15.1 (384) 18.2 (462) 24.1 (612) 30.2 (767) 36.0 (914) 42.0 (1067) 47.9 (1217) 59.9 (1521) Average Pipe O.D. in (mm) 14.5 (368) 17.7 (450) 21.4 (544) 28.0 (711) 35.5 (902) 41.5 (1054) 47.4 (1204) 54.1 (1374) 67.1 (1704) Minimum Pipe Stiffness * @ 5% Deflection #/in./in. (kN/m2) 75 (517) 60 (414) 56 (386) 50 (345) 46 (317) 40 (276) 35 (241) 35 (241) 30 (207) *Minimum pipe stiffness values listed; contact a representative for average values. BENEFITS JM Eagle’s Ring-Tite Gravity Sewer pipe features an improved design for re-serve strength and stiffness to increase load-bearing capacity, maximizing sewer system capacity at a reasonable cost. • It is unaffected by the fluids found in ordinary domestic sewage; sewer gasses and the sulfuring acid generated by the completion of the hydrogen sulfide cycle; and corrosive soils both alkaline and acidic. • Maintains performance against tuberculation, corrosion and external galvanic soil conditions without lining wrapping, coating or cathodic protection. • It resists abrasion, gouging and scouring far better than most common piping materials. • Its interiors stay smooth over long years of service while maximizing system capacity, allowing for savings in pumping costs, as well as savings on the size of the pipe required. • The light weight of the pipe reduces manpower required for installation. • It can be field-cut with a power saw or ordinary handsaw and be beveled without the use of expensive or complicated machinery. • Gasketed tee and wye saddles for tapping into previously installed PVC sewer lines eliminate the need for field solvent welding. DESCRIPTION JM Eagle’s Gravity Sewer pipe ASTM D3034 is available in SDR 35 and SDR 26 in 4- to 15-inch diameters and ASTM F679 is available in PS 46 and PS 115 in 18- to 48-inch diameters. It comes in 14- and 20-foot lengths. The pipe can be directed to most existing sewer equipment. It can also be con-nected to IPS cast- or ductile-iron fittings with the appropriate adapters and/or tran-sition gaskets. JM Eagle Gravity Sewer pipe comes with Ring-Tite joints with locked-in gaskets. Joints meet or exceed ASTM D3212 for joint tightness, including a 22-inch Hg vac-uum and a 25-foot head pressure test. APPLICATIONS JM Eagle’s Ring-Tite PVC Gravity Sewer pipe is suitable for conveying domes-tic sanitary sewage, as well as certain industrial wastes. Building essentials for a better tomorrow GRAVITY SEWER MEETS ASTM D3034 AND F679. PLEASE CONTACT YOUR JM EAGLE REPRESENTATIVE OR VISIT WWW.JMEAGLE.COM FOR MORE INFORMATION.Revised 5/14/2012. This information may have been updated. Please download the latest version at www.jmeagle.com/onesheets. JM EAGLE’S RING-TITE JOINT OFFERS ADDITIONAL BENEFITS. • Seated in a deep groove, the flexible elastomeric Rieber gasket provides a tight seal that protects the line from shock, vibration and earth movement, and compensates for expansion and contraction of the pipe lengths. • Quick and easy to assemble with a simple push, there’s no field mixing or application of cement. • The joint remains tight under normal operating conditions. Building essentials for a better tomorrow GRAVITY SEWER SUBMITTAL AND DATA SHEET PIPE SIZE (IN) AVERAGE O.D.(IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D9(IN) APPROX. WEIGHT (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 — 48 CIOD 50.800 47.888 1.355 24.78 56.624 — PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 — 24 24.803 22.891 0.889 9.60 28.627 — 27 27.953 25.799 1.002 10.10 32.261 — 30 CIOD 32.000 29.070 1.148 16.75 36.348 — 36 CIOD 38.300 35.464 1.373 19.02 45.438 — 42 CIOD 44.500 41.072 1.596 22.43 51.356 — 48 CIOD 50.800 46.886 1.822 24.78 58.628 — Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Pipe Stiffness: Pipe Length: Installation: ASTM 3034 (4”–15”) ASTM F679 (18”–48”) ASTM D1784 Cells Class 12454 or 12364 ASTM F477 ASTM D3212 ASTM D2412 F/Y = 46 PSI or 115 PSI 14 or 20 feet laying length ASTM D 2321 JM Eagle™ Installation Guide 9 9 Revised 5/14/2012. This information may have been updated. Please download the latest version at www.jmeagle.com/onesheets. CRESLINE-NORTHWEST, LLC. CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD · EVANSVILLE, IN 47715 · TELEPHONE (812) 428-9300 PLANT: 223 MAURIN ROAD · CHEHALIS, WA 98532 · TELEPHONE (360) 740-0708 · FAX (360) 740-0721 www.cresline.com PVC SDR 35 D-3034 SEWER PIPE SOLVENT WELD CNWPVC-353034SW MARCH, 2012 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED GREEN WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35ASTM D-3034SOLID &PERFORATEDGREEN WEIGHT FEET PERCENT MIN.10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO.SOLVENT WELDPVC-SEWERSDR 35 ASTM D-3034 SOLID & PERFORATED WHITE WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED WHITE REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE. INSTALL AS DIRECTED BY ASTM D-2321. PERFORATIONS ARE 2 ROWS OF ½" HOLES ON 5" CENTERS 120° APART. 53113 4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53121 106.51 1200 6.6 3.54" SOLID 4.215 3.975 .120 53179 6" PERF 6.275 5.915 .180 238.40 350 4.1 4.0 53196 238.40 350 4.1 4.06" SOLID 6.275 5.915 .180 53112 4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53119 106.51 900 4.2 3.54" SOLID 4.215 3.975 .120 4" SOLID 4.215 .120 106.51 6" SOLID 6.275 .180 238.40 4" PERF 6" PERF 900 900 350 350 4.215 6.275 3.975 4.2 4.2 4.1 4.1 3.5 3.5 4.0 4.0 53115 53120 53180 53195 4" PERF 4.215 3.975 106.51 238.40 3.975 5.915 5.915 .120 .180 .120 106.51 1200 6.6 238.40 700 9.76" SOLID 6.275 5.915 6" PERF 6.275 5.915 .180 .180 238.40 700 9.7 4" SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53118 3.5 53122 4.0 53183 4.0 53197 6" SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53184 6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53198 SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1 | P a g e 811 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4” (100mm) through 12” (300mm) diameter. Fabricated Fittings are produced in sizes 4” (100mm) through 36” (973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, “PVC”, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturer’s date and shIft code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 ½% of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12” (305mm) over the fittings and between the trench walls shall be applied in accordance with the engineers’ specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of not less than ¼” per foot (20.8mm/meter) for 4” (100mm) nominal pipe and 1/8” (10.4mm/meter) per foot for 6” (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 2 | P a g e 811 anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a “French Drain”. Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4” (100mm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer’s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4” (100mm) through 12” (300mm) diameter. Fabricated fittings are produced in sizes 4” (100mm) through 36” (973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4” – 5” 150 Ft-Lbs 6” – 8” 210 Ft-Lbs 10” – 36” 220 Ft-Lbs (100mm – 125mm 203 J) (150mm – 200mm 284 J) (250mm – 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4” 50 Ft-Lbs 6” – 8” 75 Ft-Lbs 10” – 12” 90 Ft-Lbs (100mm 68 J) (150mm – 200mm 102 J) (250mm – 300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 3 | P a g e 811 Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. Threads: Threads shall be American National Standard Taper Pipe Threads (ANSI B1.20.1) which shall be gauged in accordance with ASTM Method D-2122. SIGNED DRAWINGS MUST ACCOMPANY PURCHASE ORDER OR DIMENSIONS OF FITTINGS WILL NOT BE GUARANTEED SIZE A4" 4.56" 48" 510" 5.512" 6.515" 8.518" 9.2521" 10.25DISCLAIMER - PLEASE READ24"11.5DISCLAIMER - PLEASE READ24"11.51) All dimensions approximate, subject to change without notice27" 12.5 --Angle tolerance is +/- 2 degrees30" 15.5 --All other dimensions to +/- 1" 36" 172) This drawing only applicable if a copy is referenced at time of42" 21order.48" 20 --Without a copy of drawing, fitting construction may differ from that shown.3) Subject to Specified Fittings Standard Terms and Conditions.9/22/2014Description: SANDED MANHOLE ADAPTERMaterial:PVC SDR 35Size:SEWERConfiguration:GASKET X MALEDE MUNICIPAL PRESSURE PIPING SYSTEMS PVC Pressure Systems manufactured to AWWA and CSA Standards IPEX Centurion®14" – 48" (350mm – 1200mm), AWWA C905 and CSA Standards Blue Brute®4" – 12" (100mm – 300mm), AWWA C900 and CSA Standards Designed for municipal applications, IPEX Centurion®and Blue Brute®systems deliver superior strength with corrosion resistant performance and the ability to flex without damage. IPEX municipal pressure piping systems are made with a high- strength, high-impact PVC compound, allowing them to perform even under high traffic loads and deep burial conditions. For applications involving potable water, irrigation systems, or sewage forcemains, IPEX municipal systems offer the lowest break rate of any pipe material. Blue Brute fittings are injection molded and are even tougher than the pipe. Injection molded Blue Brute fittings have a wall thickness 125% larger than SDR18 pipe, and custom-made fabricated fittings are wrapped with a tough layer of fiberglass for extra protection. Proven in tough North American climates for over 50 years, IPEX PVC pipe, fitting and valve systems have an established track record of performance. IPEX Centurion®and Blue Brute® Pressure Piping Systems Products are manufactured by IPEX Inc. and distributed in the United States by IPEX USA LLC. Centurion®and Blue Brute® are trademarks of IPEX Branding Inc.Canadian Customers call IPEX Inc. US Customers call IPEX USA LLC Toll Free: (866) 473-9462 www.ipexinc.com Toll Free: (800) 463-9572 www.ipexamerica.com © 2010 IPEX PIMNBBIP050511R Key features include: •Corrosion-proof Performance IPEX Centurion and Blue Brute systems are immune to corrosion from aggressive soils and galvanic action. •Superior Hydraulics The glass-like finish of PVC reduces friction losses and eliminates the tuberculation common in iron pipes. As a result, pumping costs are reduced and water quality is maintained. •Cast Iron Outside Diameter (CIOD) Blue Brute and IPEX Centurion systems are manufactured with a cast iron outside diameter (CIOD). This is compatible with waterworks valves, appurtenances and restrainers. •Bottle-tight Joints, Removable Gaskets IPEX’s patented gasket system not only withstands many times the rated system pressure, but also withstands full vacuum pressures. The unique removable gasket system allows special oil-resistant (nitrile) gaskets to be easily installed when working in contaminated soils. •Third-party Certification All IPEX municipal systems are third-party certified as applicable. In addition, IPEX Centurion and Blue Brute systems have Factory Mutual approval and Underwriter’s Laboratories (ULI and ULC) listings. Pressure Classes vs. Pressure Ratings Water distribution systems normally consist of smaller diameter pipes 4" - 12" (100 mm – 300 mm) with many connections, taps, bends, valves, hydrants and other appurtenances. As a result, pipes in this size range are referred to by their pressure class. Pressure classes are defined in AWWA C900 and include a 2.5:1 safety factor for pressure, and a 2 ft/s (0.6 m/s) guideline for surge allowance. IPEX’s Blue Brute adheres to this standard. Conversely, larger diameter transmission pipes 14" - 48" (350 mm - 1200 mm) are grouped by pressure rating. A pressure rating as defined in AWWA C905 includes a 2:1 safety factor, which is more appropriate for larger diameter pipes. IPEX Centurion conforms to this standard. AWWA C900 governs smaller water distribution systems pipes, while AWWA C905 governs larger diameter transmission pipe. All sizes adhere to the CSA B137.3 standard which recommends a 2:1 safety factor for both distribution and transmission applications. Pressure Classes and Ratings Note that these classes and ratings are extremely conservative. For instance, the minimum burst pressure for IPEX DR 18 pipe is 755 psi, but the pipe routinely withstands over 1000 psi. Dimension Ratio Pressure Class Pressure Rating 14 200 305 18 150 235 25 100 165 32.5 N/A* 125 41 N/A* 100 51 N/A* 80 *Not manufactured in 4" - 12" (100 mm – 300 mm) sizes Canadian Customers call IPEX Inc. US Customers call IPEX USA LLC Toll Free: (866) 473-9462 www.ipexinc.com Toll Free: (800) 463-9572 www.ipexamerica.com Boltless restrained joint systems • Multiple design options available from 3”–36” • Fast and easy installation • 350 psi pressure rating • Independently tested mcwaneductile.com MCWANE DUCTILEIRON PIPE APPLICATION NOTES 1. For ductile iron applications utilizing TYTON® pipe, vales, and fittings made to AWWA specifications. 2. In cold weather assembly maintain the temperature of the gasket above 40° F. 3. The socket of the joint should be clean and free of debris or significant corrosion. 4. Gasket should be properly seated in the bell socket. 5. Keep the pipe and joint in alignment during assembly. If installed out of alignment, the gasket can be pushed out of position, creating the potential for leaks or failure. 6. If deflection is wanted in the joint, deflect before fully inserting the joint. 7. Some extension of the joint will occur when pressurized. To avoid this, the joint should be pulled out after assembly to “set” the stainless steel teeth in the inserted pipe. 8. Once assembled, the joint can be disassembled using steel shims. 9. When cut pipe is used, the following steps are required: a. Ensure that the spigot end is properly beveled b. Mark the joint depth on the spigot so it is clear when the joint is fully inserted. c. Ensure that the pipe meets the required dimensional tolerances. 10. Do not reuse SURE STOP 350® GASKETS, as they may have been damaged during any previous installation or during removal. 11. Do not use SURE STOP 350® GASKETS to conduct electricity through the pipe joint, as they could be damaged and fail. 12. Do not use SURE STOP 350® GASKETS in above ground applications. 13. Do not use SURE STOP 350® GASKETS with thick coating on the pipe exterior. 14. If SURE STOP 350® GASKETS are used in straight casings, you must pull the pipe through the casing. Do not push the pipe. Size In.Rating psi Deflection Degrees 3 350 5 4 350 5 6 350 583505 10 350 5 12 350 5 14 350 4 16 350 4 18 350 4 20 350 2.5 24 350 2.5 SURE STOP® GASKET FOR TYTON® JOINT PUSH-ON JOINT PIPE Maximum Allowable Joint Deflection Pipe SizeIn. Y-Maximum Joint Deflection in Degrees X Deflection in Inches 18 ft. Length Approximate Radius in ft. of Curve Produced by Succession of Joints 18 ft. Length 3 5°19 205 4 5°19 205 6 5°19 205 8 5°19 205 10 5°19 205 12 5°19 205 14 5°19 205 16 5°19 205 18 5°19 205 20 5°19 205 24 5°19 205 30 5°19 205 36 4°15 260 JOINT DEFLECTION CHART MECHANICAL JOINT PIPE Maximum Allowable Joint Deflection Pipe Size In. Y-Maximum Joint Deflection in Degrees X Deflection in Inches 18 ft. Length Approximate Radius in ft. of Curve Produced by Succession of Joints 18 ft. Length 6 7°–7’27 145 8 5°–21’20 195 10 5°–21’20 195 12 5°–21’20 195 14 3°–35’13.5 285 16 3°–35’13.5 285 18 3°–0’11 340 20 3°–0’11 340 24 2°–23’9 450 MAXIMUM DEFLECTION FOR FULL LENGTH PIPE SURE STOP 350® GASKETS are available in sizes 3 in. – 24 in., and with a rating of 350 psi they will meet or exceed the capabilities of ductile iron pipe, valves, and fittings. SURE STOP 350® GASKETS are NSF 61 approved, UL listed, and FM approved. FM Rating: 4 in. –6 in. = 250 psi 18 in. –24 in. = 200 psi mcwaneductile.com Pipe Size In. Min. Pipe Diameter In. Max. Pipe Diameter In. Min. Pipe Circumference In. Max. Pipe Circumference In. 3 3.9 4.02 12-1/4 12-5/8 4 4.74 4.86 14-29/32 15-9/32 6 6.84 6.96 21-1/2 21-7/8 8 8.99 9.11 28-1/4 28-5/8 10 11.04 11.16 34-11/16 35-1/16 12 13.14 13.26 41-9/32 41-21/32 14 15.22 15.35 47-13/16 48-7/32 16 17.32 17.45 54-13/32 54-13/16 18 19.42 19.55 61 61-13/32 20 21.52 21.65 67-19/32 68 24 25.72 25.85 80-13/16 81-7/32 30 31.94 32.08 100-11/32 100-25/32 36 38.24 38.38 120-1/8 120-9/16 Above Table Based on ANSI/AWWA C151/A21.51 Guidelines for Push-On Joints. FIELD CUT PIPEWhen pipe is cut in the field, the cut end may be readily conditioned so that it can be used to make up the next joint. The outside of the cut end should be beveled about 1/4 –inch at an angle of about 30 degrees (Figure 1). This can be quite easily done with a coarse file or a portable grinder. The operation removes any sharp, rough edges which otherwise might damage the gasket. When ductile iron pipe 14 in. and larger is to be cut in the field, the material should be ordered as “GAUGED FULL LENGTH”. Pipe that is “gauged full length” is specially marked to avoid confusion. The ANSI/AWWA standard for ductile iron pipe requires factory gauging of the spigot end. Accordingly, pipe selected for field cutting should also be field gauged in the location of the cut and found to be within the tolerances shown in Table 1. In the field, a mechanical joint gland can be used as a gauging device. THE BACKHOE METHOD OF ASSEMBLY A backhoe may be used to assemble pipe of intermediate and larger sizes. The plain end of the pipe should be carefully guided by hand into the bell of the previously assembled pipe. The bucket of the backhoe may then be used to push the pipe until fully seated. A timber header should be used between the pipe and backhoe bucket to avoid damage to the pipe. TABLE 1: SUITABLE PIPE DIAMETERS FOR FIELD CUTS AND RESTRAINED JOINT FIELD FABRICATION Figure 1 TYTON® JOINT PIPE Pipe Size In. PressureClasspsi NominalThicknessIn. OD* In. Wt. of BarrelPer Ft. † Lb. Tyton® Joint Wt. of Bell Lb. Wt. Per Lgth.† Lb. Avg. Wt. Per Ft.‡ Lb.3 350 0.25 3.96 8.90 7.00 185 9.2043500.25 4.80 10.90 9.00 225 11.30 6 350 0.25 6.90 16.00 11.00 300 16.60 8 350 0.25 9.05 21.10 17.00 395 22.00 10 350 0.26 11.10 27.10 24.00 510 28.40 12 350 0.28 13.20 34.80 29.00 655 36.40 14 250 0.28 15.30 40.40 45.00 770 42.90 300 0.30 15.30 43.30 45.00 825 45.803500.31 15.30 44.70 45.00 850 47.20 16 250 0.30 17.40 49.30 54.00 940 52.30 300 0.32 17.40 52.50 54.00 1000 55.50 350 0.34 17.40 55.80 54.00 1060 58.80 18 250 0.31 19.50 57.20 59.00 1090 60.50 300 0.34 19.50 62.60 59.00 1185 65.90 350 0.36 19.50 66.20 59.00 1250 69.50 20 250 0.33 21.60 67.50 74.00 1290 71.60 300 0.36 21.60 73.50 74.00 1395 77.60 350 0.38 21.60 77.50 74.00 1470 81.60 24 200 0.33 25.80 80.80 95.00 1550 86.10 250 0.37 25.80 90.50 95.00 1725 95.80 300 0.40 25.80 97.70 95.00 1855 103.00 350 0.43 25.80 104.90 95.00 1985 110.20 30** 150 0.34 32.00 103.50 139.00 2000 111.202000.38 32.00 115.50 139.00 2220 123.20 250 0.42 32.00 127.50 139.00 2435 135.20 300 0.45 32.00 136.50 139.00 2595 144.20 350 0.49 32.00 148.40 139.00 2810 156.10 36** 150 0.38 38.30 138.50 184.00 2675 148.70 200 0.42 38.30 152.90 184.00 2935 163.10 250 0.47 38.30 170.90 184.00 3260 181.10 300 0.51 38.30 185.30 184.00 3520 195.50 350 0.56 38.30 203.20 184.00 3840 213.40 † Including bell; calculated weight of pipe rounded off to the nearest 5 lb. ‡ Including bell; average weight per foot, based on calculated weight of pipe before rounding. * Tolerances of OD of spigot end: 3–12 in. = +0.06 in. & -0.06 in. ; 14–24 in. = +0.05 in. & -0.08 in. ; 30–36 in. = +0.08 in. & -0.06 in. ** Fastite® Joint STANDARD DIMENSIONS AND WEIGHTS OF 3” THROUGH 36” PUSH-ON JOINT DUCTILE IRON PIPE Tyton® Joint Pipe Size In. Pipe Thickness In. Outside Diameter *Dimensions In. From To In.A B 3 .25 .40 3.96 5.80 3.00 4 .25 .41 4.80 7.10 3.156.25 .43 6.90 8.63 3.38 8 .25 .45 9.05 10.94 3.69 10 .26 .47 11.10 13.32 3.7512.28 .49 13.20 15.06 3.75 14 .28 .51 15.30 17.80 5.00 16 .30 .52 17.40 19.98 5.0018.31 .53 19.50 22.00 5.00 20 .33 .54 21.60 24.12 5.25 24 .33 .56 25.80 28.43 5.50 30 .34 .63 32.00 35.40 6.55 36 .38 .73 38.30 41.84 7.00 *Nominal laying length is 18 ft. Pipe Size In. Pipe Thickness In. Outside Diameter *Dimensions In.Bolts Bell Weight Lb. Gland** Bolts Gasket Weight Lb.From To In.B J K1 K2 No.Size In.Length In. 3 .25 .40 3.96 2.50 6.19 7.62 7.69 4 5/8 3 11 7 4 .26 .41 4.80 2.50 7.50 9.06 9.12 4 3/4 3-1/2 16 10 6 .25 .43 6.90 2.50 9.50 11.06 11.12 6 3/4 3-1/2 18 16 8 .27 .45 9.05 2.50 11.75 13.31 13.37 6 3/4 4 24 25 10 .29 .47 11.10 2.50 14.00 15.62 15.62 8 3/4 4 31 30 12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 40 14 .33 .51 15.30 3.50 18.75 20.25 20.25 10 3/4 4-1/2 61 45 16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 3/4 4-1/2 74 55 18 .35 .53 19.50 3.50 23.25 24.75 24.75 12 3/4 4-1/2 85 65 20 .36 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 4-1/2 98 85 24 .38 .56 25.80 3.50 30.00 31.50 31.50 16 3/4 5 123 105 * Nominal laying length is 18 ft. ** Weight shown for regular grey cast iron follower gland, corton bolts and rubber gasket. Pipe Size In. Thickness A PipeO.D. B RetainerO.D. Full Length Weight - Lb.**SafeEndPullLb. Class (A21.51)T AsShipped Under Water Full ofAir Full ofWater655.40 6.90 13.88 545 240 465 50,000 8 55 .42 9.05 16.63 770 240 655 70,000 10 55 .44 11.10 19.13 1005 220 860 95,000 12 55 .46 13.20 22.00 1270 155 1080 120,000 14 56 .51 15.30 24.50 1655 160 1410 145,000 16 56 .52 17.40 27.00 1990 45 1685 165,000 18 56 .53 19.50 30.00 2375 -70 2015 195,000 58*.59 2560 110 2170 20 56 .54 21.60 32.75 2810 -200 2375 210,000 59*.63 3110 100 2635 24 56 .56 25.80 38.25 3700 -620 3110 260,000 62*.74 4415 95 3715 30 58 .71 32.00 46.25 5855 -900 4920 335,000 61*.83 6435 -180 5360 36 57 .78 38.30 54.25 8145 -1300 6880 400,000 59*.88 8725 -725 7330 * Thickness required to overcome buoyancy. ** Weights listed are for 18’–0” laying lengths. Nominal full lengths vary by size. Pipe, Bell, Ball and Retainer are ductile iron. Dimensions and weights are subject to manufacturing tolerances. 6 in. – 24 in. pressure rating: 350 psi 30 in. –36 in. pressure rating: 250 psi MECHANICAL JOINT PIPE BALL AND SOCKET JOINT PIPE B 15° Max. A T TR FLEX® RESTRAINED JOINT PIPE Pipe Size In. *Pressure Ratingpsi A B C # of D.I. LockingSegments # of Rubber Segments Retainers Max Deflection Degrees PulloutIn.PIPE In.In. 4 350 4.80 7.25 4.84 2 1 5 0.03 6 350 6.90 9.52 5.27 2 1 5 0.04 8 350 9.05 11.93 5.82 2 1 5 0.04 10 350 11.10 14.37 6.03 2 1 5 0.05 12 350 13.20 16.68 6.30 4 2 5 0.06 14 350 15.30 19.16 7.75 4 2 3-1/4 0.05 16 350 17.40 21.46 7.95 4 2 3-1/4 0.05 18 350 19.50 23.76 8.19 4 2 3 0.05 20 350 21.60 26.04 8.40 4 2 2-1/2 0.05 24 350 25.80 30.61 8.86 8 4 2-1/4 0.05 30 250 32.00 36.88 10.28 8 4 1-3/4 0.05 36 250 38.30 43.85 10.87 8 4 1-1/2 0.05 *The TR FLEX® Restrained Joint has a working pressure rating equivalent to the working pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 4 in. through 24 in. and 250 psi for 30 in. through 36 in. NOTE: These deflections are based on joints with nominal dimensions. CAB CAB CAB CAB30”–36” 4”–24” Pipe Size In. *Pressure Rating psi Nominal ThicknessIn. Laying Conditions Type 1 Type 2 Type 3 Type 4 Type 5 Trench Trench Trench Trench Trench Maximum depth of cover ‡–ft 3 350 0.25 78 88 99 100§100§ 4 350 0.25 53 61 69 85 100§ 6 350 0.25 26 31 37 47 65 8 350 0.25 16 20 25 34 50 10 350 0.26 11**15 19 28 45 12 350 0.28 10**15 19 28 44 14 250 0.28 †† 11**15 23 36 300 0.30 ††13 17 26 42 350 0.31 ††14 19 27 44 16 250 0.30 †† 11**15 24 34 300 0.32 ††13 17 26 39 350 0.34 ††15 20 28 44 18 250 0.31 †† 10**14 22 31 300 0.34 ††13 17 26 36 350 0.36 ††15 19 28 41 20 250 0.33 ††10 14 22 30 300 0.36 ††13 17 26 35 350 0.38 ††15 19 28 38 24 200 0.33 †† 8**12 17 25 250 0.37 ††11 15 20 29 300 0.40 ††13 17 24 32 350 0.43 ††15 19 28 37 30 150 0.34 ††--9 14 22 200 0.38 †† 8**12 16 24 250 0.42 ††11 15 19 27 300 0.45 ††12 16 21 29 350 0.49 ††15 19 25 33 36 150 0.38 ††--9 14 21 200 0.42 †† 8**12 15 23 250 0.47 ††10 14 18 25 300 0.51 ††12 16 20 28 350 0.56 ††15 19 24 32 ‡ An allowance for a single H-20 truck with 1.5 impact factor is included for all depths of cover. § Calculated maximum depth of cover exceeds 100 ft. (30.5 m). ** Minimum allowable depth of cover is 3 ft. (0.9 m). †† For pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1. RATED WORKING PRESSURE AND MAXIMUM DEPTH OF COVER Thrust-Lock™ Boltless Restrained Joint Pipe Size In. *Pressure Ratingpsi Deflection A B C Degrees Inches in 18ft Pipe O.D.Bell O.D.Spigot Socket 6 350 4 15 6.90 10.187 5.01 8 350 4 15 9.05 13.187 5.57 10 350 4 15 11.10 15.187 5.88 12 350 4 15 13.20 17.250 6.13 14 350 4 15 15.30 20.625 7.63 16 350 4 15 17.40 22.375 7.88 18 350 4 15 19.50 25.125 8.13 20 350 4 15 21.60 27.250 8.38 24 350 4 15 25.80 31.562 8.63 30 250 2 7 32.00 39.06 10.53 *The THRUST-LOCK™ Restrained Joint has a working pressure rating equivalent to the working pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 6 in. through 24 in. and 250 psi for 30 in. NOTE: These deflections are based on joints with nominal dimensions. THRUST-LOCK™ BOLTLESS RESTRAINED JOINT PIPE Pipe Size In. *Pressure Rating psi Deflection A B Degrees Inches in 18ft Pipe O.D. Retainer O.D. 6 350 4 15 6.90 11.75 8 350 4 15 9.05 14.38 10 350 4 15 11.10 16.75 12 350 4 15 13.20 19.13 14 350 3 11 15.30 21.75 16 350 3 11 17.40 24.00 18 350 3 11 19.50 26.38 20 350 3 11 21.60 28.63 24 350 3 11 25.80 33.75 30 250 3 11 32.00 40.13 * In the 14 in. and larger sizes, pressure rating is limited to the rating of the pipe barrel thickness selected. Dimensions subject to manufacturing tolerances. SUPER-LOCK® RESTRAINED JOINT PIPE 6”–30” B A TYTON® JOINT PIPE Sizes 6”–24” FASTITE® JOINT PIPE 30” Size Pipe Size In.Bolt Diameter In.Nut Across Flats In.Wrench Length In.Torque Range Foot Lbs. 3 5/8 1-1/16 8 45 to 60 4–24 3/4 1-1/14 10 75 to 90 Step 1. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot or beveled plain end and remove any sharp edges with a standard file. Step 2. After making sure that the correct gasket is being used, insert it into the recess in the bell with the small end of the gasket facing the bell face. Step 3. Apply lubricant to the inside surface of the gasket, making sure that the entire surface is coated. Apply a generous coating of lubricant to the beveled portion of the plain end. Step 4. Guide the plain end into the bell and, while maintaining straight alignment, push the plain end into the bell socket. Once the joint is assembled, necessary deflection can be accomplished. When assembly is complete, the bell face should be aligned between the two white depth rings, for Tyton® Joints. Fastite® Joints have only 1 assembly stripe. MECHANICAL JOINT ASSEMBLY INSTRUCTIONS Step 1. Clean the bell socket and spigot or plain end. Lubricate both the gasket and plain end by brushing an approved pipe lubricant. Step 2. Place the gland on the plain end with the lip extension toward the plain end. Place the gasket on the plain end with the narrow edge facing the plain end. Step 3. Insert the plain end into the bell and press the gasket into the bell recess. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Step 4. Insert and tighten the bolts. It is important to maintain the same distance between the gland and the bell face at all times. This is best done by alternating side to side and top to bottom, while tightening the bolts. Note: Achieving the recommended bolt torque, particularly with large diameter pipe, may require repeating the process up to 5 times or more. Recommended bolt torque ranges are as follows: SUPER-LOCK® ASSEMBLY INSTRUCTIONS Step 1. Remove hook bolts securing retainer to plain end. Clean plain end of pipe. Clean out any dirt behind retainer lugs. Lubricant should be applied to the beveled nose. Step 2. Assemble the joint in accordance with Clow Assembly Instructions (See Table A on page 13). Make certain that the bell is clean prior to gasket insertion. Be sure that the correct gasket is used. Step 3. Guide plain end into Super-Lock® bell and provide reasonably straight alignment. “Make” joint by pushing the plain end into the bell. A jack or come-a-long may also be used to pull the plain end into the bell. Position retainer so that the recesses line up with the lugs on the bell. Slide retainer over bell and rotate until the lugs on the bell and the retainer line up. Step 4. At drilled hole on retainer O.D., insert retainer lock in recess formed by lugs on bell and retainer. Insert roll pin in drilled hole and drive flush with retainer O.D. Step 5. Take any necessary deflection after joint is completely assembled. Caution: do not over deflect the joint beyond the maximum deflection column specified on page 2 or subject the joint to bending stress to obtain additional deflection. TR FLEX® RESTRAINED JOINT ASSEMBLY INSTRUCTIONS Step 1. (4”–10”) Lay pipe such that one of the bell slots is accessible. (12”– 20”) Lay pipe such that both of the bell slots are accessible, in the horizontal position if possible. (24”– 36”) Lay pipe such that all four of the bell slots are accessible, in the diagonal position if possible. Step 2. Clean the bell socket and insert gasket. Step 3. Clean the spigot end to the assembly stripes. Step 4. Lubricate the exposed surface of the gasket and pipe spigot end back to the weld bead. Step 5. Make a normal push-on joint assembly, completely homing the pipe until the first assembly strip is in the bell socket. Keeping the joint in straight alignment during the assembly process. Step 6. (4”–10”) Insert the right-hand locking segment into a bell slot and slide the segment clockwise around the pipe. (12”– 36”) Insert lower locking segment into a bell slot and slide the segment around the pipe. Step 7. (4”–10”) Insert left-hand locking segment into the bell slot and slide the segment counter- clockwise around the pipe. (12”– 36”) Insert upper locking segment into the same bell slot and rotate around the pipe. Step 8. (4”–10”) Hold the segments apart and wedge the rubber retainer into the slot between the two locking segments. (12”– 36”) Hold the upper segment in place and wedge the rubber retainer into the slot between the two locking segments. Step 9. (4”–10”) None. (12”– 20”) Repeat steps 6–8 for other slot. Make sure that all 4 locking segments and 2 rubber retainers are securely in place. (24”– 36”) Repeat steps 6–8 for other slot. Make sure that all 8 locking segments and 4 rubber retainers are securely in place. Step 10. Extend the joint to remove the slack in the locking segment cavity. Joint extension is necessary to attain the marked laying length on the pipe and to minimize growth or extension of the line as it is pressurized. Step 11. Set the joint deflection as required. NOMINAL THICKNESS FOR STANDARD PRESSURE CLASSES OF DUCTILE IRON PIPE Outside DiameterIn. Pressure Class* Size In. 150 200 250 300 350 Normal Thickness — in. 3 3.96 ————0.25**4 4.80 ————0.25** 6 6.90 ————0.25**8 9.05 ————0.25**10 11.10 ————0.26 12 13.20 ————0.281415.30 ——0.28 0.30 0.311617.40 ——0.30 0.32 0.34 18 19.5 ——0.31 0.34 0.362021.60 ——0.33 0.36 0.38 24 25.80 —0.33 0.37 0.40 0.43 30 32.00 0.34 0.38 0.42 0.45 0.493638.30 0.38 0.42 0.47 0.51 0.56 * Pressure Classes are defined as the rated water pressure of the pipe in psi. The thicknesses shown are adequate for the rated water working pressure plus a surge allowance of 100 psi. Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 psi surge allowance. **Calculated thicknesses for these sizes and pressure ratings are less than those shown above. Presently, these are the lowest nominal thicknesses available in these sizes. SIZE (Inches) 3–8 10–12 14–36 CASTING TOLERANCES (Inches) -0.05 -0.06 -0.07 NOTE: Per ANSI/AWWA C150/A21.50 the thicknesses above include the 0.08 in. service allowance and the casting tolerance listed below by size ranges: THRUST-LOCK™ RESTRAINED JOINT ASSEMBLY INSTRUCTIONS Step 1. Ring Installation. Put lock ring on the spigot end of the pipe. Pry the lock ring over the weldment. Use the hammer to tap the cover. Lock ring installation is complete. Step 2. Clean the Bell and Spigot. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot end and remove any sharp edges. Step 3. Insert the gasket into the recess in the bell with the small end of the gasket facing the bell face. Step 4. Lubricate the Bell and Spigot. Apply lubricant to the inside surface of the gasket. Apply a generous coating of lubricant to the spigot end. Step 5. Insert Pipe. Guide the spigot end into the bell and, while maintaining straight alignment, push the pipe into the bell socket. Step 6. Insert Lock Ring. Push lock ring into the bell. Step 7. Rotate the lock ring until the lugs align. Use a hammer to tap the ring if required. Install the anti-rotation wedges at 3 and 9 o’clock if the pipe is being used inside of a casing. Deflect the joint if desired. TYTON® AND FASTITE® PUSH-ON JOINTS ASSEMBLY INSTRUCTIONS DIMENSIONS AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON DUCTILE IRON PIPE Pipe SizeIn. ThicknessClass Nominal ThicknessIn. OD*In. Wt. of BarrelPer Ft. † Lb. Tyton® Joint Wt. ofBell Lb.Wt. PerLgth.† Lb.Avg. Wt.Per Ft.‡ Lb. 3 52 0.28 3.96 9.9 7 185 10.33540.34 3.96 11.8 7 220 12.23560.40 3.96 13.7 7 255 14.14510.26 4.80 11.3 9 210 11.84520.29 4.80 12.6 9 235 13.14530.32 4.80 13.8 9 255 14.34540.35 4.80 15 9 280 15.54560.41 4.80 17.3 9 320 17.86500.25 6.90 16 11 300 16.66510.28 6.90 17.8 11 330 18.46520.31 6.90 19.6 11 365 20.26530.34 6.90 21.4 11 395 22.06540.37 6.90 23.2 11 430 23.86550.40 6.90 25 11 460 25.66560.43 6.90 26.7 11 490 27.38500.27 9.05 22.8 17 425 23.78510.30 9.05 25.2 17 470 26.18520.33 9.05 27.7 17 515 28.68530.36 9.05 30.1 17 560 31.08540.39 9.05 32.5 17 600 33.48550.42 9.05 34.8 17 645 35.78560.45 9.05 37.2 17 685 38.110500.29 11.10 30.1 24 565 31.410510.32 11.10 33.2 24 620 34.510520.35 11.10 36.2 24 675 37.510530.38 11.10 39.2 24 730 40.510540.41 11.10 42.1 24 780 43.410550.44 11.10 45.1 24 835 46.410560.47 11.10 48 24 890 49.312500.31 13.20 38.4 29 720 40.012510.34 13.20 42 29 785 43.612520.37 13.20 45.6 29 850 47.212530.40 13.20 49.2 29 915 50.812540.43 13.20 52.8 29 980 54.412550.46 13.20 56.3 29 1040 57.912560.49 13.20 59.9 29 1105 61.514500.33 15.30 47.5 45 900 50.014510.36 15.30 51.7 45 975 54.214520.39 15.30 55.9 45 1050 58.414530.42 15.30 60.1 45 1125 62.614540.45 15.30 64.2 45 1200 66.714550.48 15.30 68.4 45 1275 70.914560.51 15.30 72.5 45 1350 75.016500.34 17.40 55.8 54 1060 58.816510.37 17.40 60.6 54 1145 63.616520.40 17.40 65.4 54 1230 68.416530.43 17.40 70.1 54 1315 73.116540.46 17.40 74.9 54 1400 77.916550.49 17.40 79.7 54 1490 82.716560.52 17.40 84.4 54 1575 87.418500.35 19.50 64.4 59 1220 67.718510.38 19.50 69.8 59 1315 73.118520.41 19.50 75.2 59 1415 78.518530.44 19.50 80.6 59 1510 83.918540.47 19.50 86 59 1605 89.318550.50 19.50 91.3 59 1700 94.618560.53 19.50 96.7 59 1800 100.020500.36 21.60 73.5 74 1395 77.620510.39 21.60 79.5 74 1505 83.620520.42 21.60 85.5 74 1615 89.620530.45 21.60 91.5 74 1720 95.620540.48 21.60 97.5 74 1830 101.620550.51 21.60 103.4 74 1935 107.520560.54 21.60 109.3 74 2040 113.424500.38 25.80 92.9 95 1765 98.224510.41 25.80 100.1 95 1895 105.424520.44 25.80 107.3 95 2025 112.624530.47 25.80 114.4 95 2155 119.724540.50 25.80 121.6 95 2385 126.924550.53 25.80 128.8 95 2415 134.124560.56 25.80 135.9 95 2540 141.230500.39 32.00 118.5 139 2270 126.230510.43 32.00 130.5 139 2490 138.230520.47 32.00 142.5 139 2705 150.230530.51 32.00 154.4 139 2920 162.130540.55 32.00 166.3 139 3130 174.030550.59 32.00 178.2 139 3345 185.930560.63 32.00 190.0 139 3560 197.736500.43 38.30 156.5 184 3000 166.736510.48 38.30 174.5 184 3325 184.736520.53 38.30 192.4 184 3645 202.636530.58 38.30 210.3 184 3970 220.536540.63 38.30 228.1 184 4290 238.336550.68 38.30 245.9 184 4610 256.136560.73 38.30 263.7 184 4930 273.9 †Including bell; calculated weight of pipe rounded off to the nearest 5 lb. ‡Including bell; average weight per foot, based on calculated weight of pipe before rounding. *Tolerances of OD of spigot end; 3–12 in. ±0.06 in., 14–24 in. +0.05 in., -0.08 in., 30–36 in. +0.08 in., -0.06 in. LAYING CONDITIONS Type 1*Flat-bottom trench.† Loose backfill. Type 3Pipe bedded in 4 in. (100 mm) minimum of loose soil.++ Backfill lightly consolidated to top of pipe. Type 5 Pipe bedded in compacted granular material to centerline of pipe. Compacted granular or select material++ to top of pipe. (Approximately 90 percent Standard Proctor, AASHTO T-99.) Type 2Flat-bottom trench.† Backfill lightly consolidated to centerline of pipe. Type 4Pipe bedded in sand, gravel, or crushed stone to depth of 1/8 pipe diameter, 4 in. (100 mm) minimum. Backfill compacted to top of pipe. (Approximately 80 percent Standard Proctor, AASHTO T-99.) * For 14 in. (355-mm) and larger pipe, consideration should be given to the use of laying conditions other than Type 1. † ”Flat-bottom” is defined as undisturbed earth. ++ ”Loose soil” or “select material” is defined as native soil excavated from the trench, free of rocks, foreign materials, and frozen earth. Notes:Consideration of the pipe-zone embedment conditions included in this figure may be influenced by factors other than pipe strength. For additional information on pipe bedding and backfill, see ANSI/AWWA C600. American Association of State Highway and Transportation Officials, 444 N. Capitol St. N.W., Suite 225, Washington, DC 20001. THICKNESS DESIGN OF DUCTILE IRON PIPE ANSI/AWWA C150/A21.50 DUCTILE IRON PIPE FOR WATER AND OTHER LIQUIDS ANSI/AWWA C151/A21.51 FEDERAL WWP421D, Grade C DUCTILE IRON PIPE FOR GRAVITY FLOW SERVICE ANSI/ASTM A746 DUCTILE IRON FITTINGS FOR WATER AND OTHER LIQUIDS 3 in. through 36 in. ANSI/AWWA C110/A21.10 DUCTILE IRON COMPACT FITTINGS 3 in. through 24 in. ANSI/AWWA C153/A21.53 FLANGED FITTINGS ANSI/AWWA C110/A21.10 ANSI B16.1 DUCTILE IRON PIPE WITH THREADED FLANGES ANSI/AWWA C115/21.15 COATINGS AND LININGS Asphaltic ANSI/AWWA C151/A21.51 ANSI/AWWA C110/A21.10 ANSI/AWWA C153/A21.53 Cement Lining ANSI/AWWA C104/A21.4 Various Epoxy Linings and Coatings MANUFACTURER’S STANDARD Exterior Polyethylene Encasement ANSI/AWWA C105/A21.5 JOINTS – PIPE AND FITTINGS Push-On and Mechanical Rubber-Gasket Joints ANSI/AWWA C111/A21.11 FEDERAL WWP421D Flanged ANSI/AWWA C115/A21.15 ANSI B16.1 Grooved and Shouldered ANSI/AWWA C606 PIPE THREADS ANSI B2.1 INSTALLATION ANSI/AWWA C600 STANDARDS APPLICABLE TO DUCTILE IRON PIPE AND FITTINGS UTAH 1401 E 2000 S. Provo, UT 84603 801-373-6910 mcwaneductile.com CANADA 1757 Burlington St. E Hamilton, ON L8N-3R5 905-547-3251 canadapipe.com NEW JERSEY 183 Sitgreaves St. Phillipsburg, NJ 08865 908-454-1161 mcwaneductile.com OHIO 2266 S. 6th St. Coshocton, OH 43812 740-622-6651 mcwaneductile.com ISO 9001NSF 61 DIPRA