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Farelli's Pizza UG_Product DataFarelli’s Pizza – Yelm 813 W Yelm Ave. Yelm WA 98597 FIRE SPRINKLER UNDERGROUND PRODUCT SUBMITTAL DATA 1. U.S. Pipe 4” Tyton Ductile Iron Joint Pipe Class 52 2. Tyler Pipe 4” 90 & 45 Mechanical Joint Fitting 3. Ebaa Iron Inc Series 1000 4” E-Z Flange (Uniflange) Ductile Iron Flange Adapter 4. Ebaa Iron Inc Series 1100 4” Megalug Mechanical Joint Restraint 5. U.S. Pipe MJ Field Lok Gasket 6. Fire Protection Products, Inc 4x2 ½x 2 ½ 90 Degree Pattern FDC 7. Mueller Co NRS Wedge Gate Valve (4”) 8. 4” PIV 2 0 13 EDITION DUCTILE IRON PIPE DESIGN FOR FIRE PROTECTION, WATER & WASTEWATERNSF® Certified toANSI/NSF 61 3"-64" DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 2866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Table of Contents 3epiP norI elitcuD 5snoitidnoC gniyaL Design Method and Examples 6dohteM noitceleS fo 01ssalC erusserP 11ssalC ssenkcihT 21daoL kcurT sulP daoL htraE 22erusserP lanretnI 32revoC fo htpeD mumixaM Products for Water, Waste Water, 52noitcetorP eriF dna Ductile Iron is a high strength, tough material used in water and wastewater systems in all 50 states of the United States and in many other areas of the world. Continuous testing and field experience have brought the production and use of Ductile Iron pipe to maturity. Although Ductile Iron is chemically akin to gray iron of low phosphorous content, there are significant differences. Ductile Iron must have a low sulfur content, requiring a desulfurizing treatment when the base metal is melted in a conventional cupola. After this, magnesium is added, which in turn is followed by a post-inoculation treatment with a silicon base alloy. These process steps cause a profound change in the manner that the carbon, as a graphite, is formed during the freezing of the iron. Instead of the interlaced flake form found in gray iron, the graphite develops myriads of isolated spheroids. The matrix becomes relatively continuous, thereby greatly increasing the strength, ductility and impact resistance of the metal. From the standpoint of mechanical properties, Ductile Iron more nearly resembles steel than gray iron. Ductile Iron has a modulus of elasticity of approximately 24 million psi. Long-term experience and exhaustive research have clearly established the excellent corrosion resistance of gray cast iron, and in normal environments, it serves indefinitely without special corrosion protection. The fact is well known that in more than 570 utilities in North America, cast iron pipe has served continuously for over a century. The development and use of Ductile Iron pipe made it possible to evaluate its service characteristics as compared to gray iron pipe and it has been confirmed that its corrosion resistance is equal to or greater than the excellent resistance of gray iron pipe. It has also been learned through both laboratory testing and field experience that Ductile Iron is far less susceptible to structural failure resulting from corrosion attack than is gray iron. Ductile Iron Pipe Research Association (DIPRA) published a proven environmental evaluation system which allows engineers and utilities to determine areas of required external protection for cast gray iron pipe. Knowledge of the comparative corrosion resistance of Ductile Iron pipe makes it proper to apply the same environmental evaluation procedures to this material. Since years of experience had established that corrosion protection of iron pipe cannot be provided, or even significantly enhanced, by merely increasing pipe wall thickness, DIPRA discovered that loose polyethylene encasement provided excellent protection against soil corrosion as well as stray direct current. This material provides the same complete protection for Ductile Iron as for gray iron pipe. DIPRA has recommended polyethylene encasement for thousands of miles of gray and Ductile Iron pipe in severely corrosive soil areas. Polyethylene encasement has been proven to be an extremely effective and economical corrosion protection system. NOTE:If specifiers and users believe that corrosive soils will be encountered where our products are to be installed, please refer to ANSI/AWWA C105/A21.5 Polyethylene Encasement for Ductile Pipe Systems, for proper external protection procedures. Design methods conform to ANSI/AWWA C150/A21.50. The mechanical properties of U.S. Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. ANSI /AWWA Standards DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 3866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Ductile Iron Pipe In 1971, ANSI Standards Committee A21, under the sponsorship of AWWA, NEWWA, AGA and ASTM (the Committee responsible for the current revision of ANSI/AWWA C150/A21.50) developed ANSI/AWWA C105/A21.5 - Polyethylene Encasement for Ductile Pipe Systems, which provides details on material and installation and incorporates DIPRA’s 1968 evaluation procedure as an appendix. Corrosion resistance data, extensive field service experience and accurate soil evaluation, together with proven corrosion prevention using polyethylene encasement, have demonstrated the correctness of the revision of ANSI/AWWA C150/A21.50. Designers may now approach any known set of field conditions with confidence in the knowledge that properly designed and installed Ductile Iron pipe will not fail because of corrosion. The 1991 Revisions of ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 include tables with the nominal thickness for each of the standard pressure classes. These standard pressure classes are defined as the rated water working pressure, in psi, of the pipe. The nominal thicknesses shown for these standard pressure classes are adequate for the rated working pressure plus a surge allowance of 100 psi. Other tables in these two standards show the dimensions and weights for special classes of pipe. These “Special Classes” are the thickness classes of the “50” series (i.e. Thickness Class 50, Thickness Class 52, etc.) which have been a part of these standards for a number of years. U.S. Pipe qualifies for Federal Procurement under Public Law No. 94-580, Section 6002, known as the Resource Recovery Act of 1976, since, due to modern technology, recycled iron and steel scrap is used to a large degree in our Ductile Iron pipe production. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 4866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Ductile Iron Pipe (cont.) DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 5866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 ENOITPIRCSEDSNOITIDNOC GNIYAL 1 BEDDING KB KX ANGLE Flat-bottom trench.† Loose backfill.150 30º0.235 0.108 Type 1* Flat-bottomed trench.† Backfill lightly 300 45º0.210 0.105 consolidated to centerline of pipe. Type 2 Pipe bedded in 4" minimum loose 400 60º0.189 0.103 soil.†† Backfill lightly consolidated to top of pipe. Type 3 Pipe bedded in sand, gravel or 500 90º0.157 0.096 crushed stone to depth of 1/8 pipe diameter, 4" minimum. Backfill compacted to top of pipe. (Approximately 80% Standard Proctor AASHTO T-99.)** Type 4 Pipe bedded to its centerline in 700 150º 0.128 0.085 compacted granular material, 4" minimum under pipe. Compacted granular or select material†† to top of pipe. (Approximately 90 percent Standard Proctor, AASHTO T-99)**Type 5 *For 14" and larger pipe, consideration should be given to the use of laying conditions other than Type 1. † “Flat-bottom” is defined as undistributed earth. †† “Loose soil” or “select material” is defined as native soil excavated from the trench, free of rocks, foreign materials and frozen earth. ** AASHTO T-99, “Standard Method of Test for the Moisture-Density Relations of Soils Using a 5.5 lb. (2.5 kg.) Rammer and a 12 in. (305 mm) Drop.” Available from the American Association of State Highway and Transportation Officials, 444 N. Capital St. N.W., Washington, D.C. 20001 Table 1. Design Values for Standard Laying Conditions Laying Conditions NOTE: The tables in this brochure are taken from ANSI/AWWA C150/A21.50 and are the standard values of earth load, truck load and surge pressures contained therein. For a more detailed description of the equations, etc. refer to ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 6866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 The thickness of Ductile Iron pipe is determined by considering trench load and internal pressure separately. Calculations are made for the thicknesses required to resist the bending stress and the deflection caused by trench load. The larger of the two is selected as the thickness required to resist trench load. Calculations are then made for the thickness required to resist the hoop stress of internal pressure. The larger of these is selected as the net design thickness. To this net thickness is added a service allowance to obtain the minimum manufacturing thickness, and a casting tolerance to obtain the total calculated thickness. The standard thickness and the pressure class for specifying and ordering are selected from a table of standard pressure classes. (Table 2, page 10.) The reverse procedure is used to determine the rated working pressure and maximum depth of cover for pipe of a given class. Trench Load, Pv. Trench load is expressed as vertical pressure in pounds per square inch and is equal to the sum of earth load Pe and truck load Pt. Earth Load, Pe . Earth load is computed as the weight of the unit prism of soil with a height equal to the distance from the top of the pipe to the ground surface. The unit weight of backfill soil is taken to be 120 lb/cu ft. Truck Load, Pt .The truck loads are those specified in ANSI/AWWA C150/A21.50 and are for a single AASHTO H-20 truck on unpaved road or flexible pavement, 16,000-lb. wheel load, and 1.5 impact factor. Design for Trench Load The design bending stress f is 48,000 psi, which provides at least a 1.5 safety factor based on min- imum ring yield strength and a 2.0 safety factor based on ultimate strength. The design deflection ΔX is 3 percent of the outside diameter of the pipe, which is well below the deflection that might damage cement linings. For a flexible lining, ΔX is limited to 5% of the outside diameter of the pipe. Design values of the trench parameters E1, K B, and K x are given in Table 1. Design for Internal Pressure. The thickness required to resist the internal working pressure is calculated using the Barlow formula. Where t is the net thickness in inches Pi is the design internal pressure, which is equal to the safety factor of 2.0 times the sum of working pressure (Pw ) in pounds per square inch, plus 100 psi surge allowance (Ps ). That is Pi = 2.0 (Pw + Ps). If anticipated surge pressures are greater than 100 psi, then the maximum anticipated pressure must be used. D is the outside diameter of the pipe in inches, and S is the minimum yield strength in tension (42,000 psi). Pi D 2S Design Method & Examples of Selection Method t = DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 7866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 The following are examples of the use of the tables in this brochure. For a more detailed, mathematical design description, please refer to ANSI/AWWA C150/A21.50. Example No. 1 Select the thickness for 24" Ductile Iron pipe laid on a flat bottom trench with backfill lightly consolidated and laying condition Type 2 under 10 feet of cover for a working pressure of 300 psi. Step 1. Design for Trench Load Turn to Table 4 and find the section on 24" pipe. Under the column labeled Depth of Cover enter the table at 10 ft. of cover and find the total calculated thickness under laying condi- tion Type 2. The total calculated thickness for Type 2 laying condition, 24" pipe and 10 ft. of cover is 0.36", use Class 250. Step 2. Design for Internal Pressure Turn to Table 2 and enter the table at 24" pipe and find the total calculated thickness under the column marked Class 300. The nominal thickness required is 0.40". Step 3. Selection of Total Calculated Thickness Select the larger thickness from Steps 1 and 2. Step 1 = .36", Use Class 250 Step 2 = .40", Use Class 300 Since the answer derived in Step 2 is greater, the correct pressure class to use is 300, which has .40" metal thickness. Design Examples To Help in Using the Tables in This Brochure NOTE:A shortcut procedure using the tables in this brochure for Example No. 1 is as follows: Step 1: For trench loading requirements: Go to the 24" size information in Table 4, page 12. Follow down the second column, Depth of Cover, to 10 feet. For that depth of cover read across horizontally for the pressure class required for the various trench types. In this case, a Type 2 trench requires a pressure class 250 and Type 3 through Type 5 trenches require a pressure class 200. Thus, pressure class 200 is adequate if a Type 3, 4 or 5 trench is used. Step 2: For internal pressure requirements: Simply use the pressure class, recognizing that the thickness for a pressure class includes a 100 psi surge allowance. Adjustments can be made where the design surge pressure differs from the 100 psi surge allowance. For Example No. 1, the internal pressure requirement necessitates use of a minimum pressure class 300. Step 3: Selection of pressure class: The trench conditions call for a minimum pressure class 200, whereas internal pressure requires a minimum pressure class 300. Thus, internal pressure controls and pressure class 300 must be used. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 8866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Example No. 2 Select the thickness for a 16" Ductile Iron pipe buried under 27' of cover in a Type 4 trench, with 75 psi internal working pressure. Step 1. Design for Trench Load Turn to Table 4 and find the section on 16" pipe. Notice that there is no 27' depth of cover listed, therefore, it is necessary to interpolate between 24' and 28' to determine the thickness required. Interpolating: 27 - 24 = 3 28 - 24 = 4 .34" - .30" = .04" (3/4) x .04" = .03" .03" + .30" = .33" Total Calculated Thickness See Table 2, use Class 350. Step 2. Design for Internal Pressure Turn to Table 2 Step 3. Selection of Total Calculated Thickness Select the larger thickness from Step 1 and Step 2 Step 1 =.33", Class 350 Step 2 = .30", Class 250 The larger thickness calculated in Step 1 would require Pressure Class 350 pipe be used. Design Examples To Help in Using the Tables in This Brochure (cont.) DEPTH OF TYPE 4 TOTAL COVER CALCULATED THICKNESS Feet Inches 24 0.30 28 0.34 NOTE:For 16" pipe, the lowest nominal thickness available is 0.30" or Class 250. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 9866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Example No. 3 A 48" Ductile Iron cement lined gravity sewer is to be installed under 14' of cover beneath the pavement of city streets. Select the proper thickness class and laying conditions. Step 1. Design for Trench Load Table 4 gives thickness for 48" pipe using laying conditions Type 2 through Type 5. For 14' of cover, the following calculated thicknesses and pressure classes are found: Type 2 = .67", Class 350 Type 3 = .60", Class 300 Type 4 = .49", Class 200 Type 5 = .33", Class 150 Since this pipe is to be installed beneath city streets a good deal of compaction is required to pre- vent settlement under the pavement. Also considerable savings in cost of piping can be obtained by choosing a compacted granular bedding. As can be seen above, laying conditions Type 5 offers the most economical pipe. Referring to Table 1, on page 5, laying condition Type 5 is “Pipe bedded in compacted granular material to the centerline of the pipe. Compacted granular or select mate- rial to the top of the pipe (approximately 90% Standard Proctor density, AASHTO T-99.)” Step 2. Internal Pressure Design Since this is a gravity sewer, internal pressure is assumed to be zero (0) psi. Therefore Pressure Class 150 is adequate. Step 3. Selection of Total Calculated Thickness The pressure class selected is dependent on the type of trench used. This example illustrates the designer’s choice of pressure classes based on a) the compaction required to support overlying construction and b) piping versus trench costs. Design Examples To Help in Using the Tables in This Brochure (cont.) DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 10866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Table 2. Nominal Thickness for Standard Pressure Classes of Ductile-Iron Pipe PRESSURE CLASS* OUTSIDE NOMINAL THICKNESS Inches CASTINGSIZEDIAMETER150200250300350TOLERANCES Inches Inches Inches 3 3.96 ————0.25**0.05 4 4.80 ————0.25**0.05 6 6.90 ————0.25**0.05 8 9.05 ————0.25**0.05 10 11.10 ————0.26 0.06 12 13.20 ————0.28 0.06 14 15.30 ——0.28 0.30 0.31 0.07 16 17.40 ——0.30 0.32 0.34 0.07 18 19.50 ——0.31 0.34 0.36 0.07 20 21.60 ——0.33 0.36 0.38 0.07 24 25.80 —0.33 0.37 0.40 0.43 0.07 30 32.00 0.34 0.38 0.42 0.45 0.49 0.07 36 38.30 0.38 0.42 0.47 0.51 0.56 0.07 42 44.50 0.41 0.47 0.52 0.57 0.63 0.07 48 50.80 0.46 0.52 0.58 0.64 0.70 0.08 54 57.56 0.51 0.58 0.65 0.72 0.79 0.09 60 61.61 0.54 0.61 0.68 0.76 0.83 0.09 64 65.67 0.56 0.64 0.72 0.80 0.87 0.09 NOTE: Per ANSI/AWWA C150/A21.50 the thicknesses above include the 0.08" service allowance and the casting tolerance listed below by size ranges. Dimensions and weights of Special Classes (Thickness Classes) are found on page 11. * 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 thickness for these sizes and pressure ratings are less than those shown above. Presently these are the lowest nominal thicknesses available in these sizes. Pressure Class W cm cfl 00 DUCTILE IRON PIPE DESIGN Gs', 201 EDITION p11 ZEI Thickness Class Table 3. Special Thickness Classes of Ductile Iron Pipe. NOTE: To convert inches (in.) to millimeters (mm), multiply by 25.4. U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 REVISED 10.13 THICKNESS CLASS Inches OUTSIDE SIZE DIAMETER 50 51 52 53 54 55 56 Inches Inches 3 3.96 - 0.25 0.28 0.31 0.34 0.37 0.40 4 4.80 - 0.26 0.29 0.32 0.35 0.38 0.41 6 6.90 0.25 0.28 0.31 0.34 0.37 0.40 0.43 8 9.05 0.27 0.30 0.33 0.36 0.39 0.42 0.45 10 11.10 0.29 0.32 0.35 0.38 0.41 0.44 0.47 12 13.20 0.31 0.34 0.37 0.40 0.43 0.46 0.49 14 15.30 0.33 0.36 0.39 0.42 0.45 0.48 0.51 16 17.40 0.34 0.37 0.40 0.43 0.46 0.49 0.52 18 19.50 0.35 0.38 0.41 0.44 0.47 0.50 0.53 20 21.60 0.36 0.39 0.42 0.45 0.48 0.51 0.54 24 25.80 0.38 0.41 0.44 0.47 0.50 0.53 0.56 30 32.00 0.39 0.43 0.47 0.51 0.55 0.59 0.63 36 38.30 0.43 0.48 0.53 0.58 0.63 0.68 0.73 42 44.50 0.47 0.53 0.59 0.65 0.71 0.77 0.83 48 50.80 0.51 0.58 0.65 0.72 0.79 0.86 0.93 54 57.56 0.57 0.65 0.73 0.81 0.89 0.97 1.05 NOTE: To convert inches (in.) to millimeters (mm), multiply by 25.4. U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 REVISED 10.13 DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 12866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 3 2.5 0.18 350 0.17 350 0.17 350 0.16 350 0.15 350 3 3 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 3 4 0.17 350 0.16 350 0.16 350 0.15 350 0.15 350 3 5 0.17 350 0.16 350 0.16 350 0.15 350 0.15 350 3 6 0.17 350 0.16 350 0.16 350 0.15 350 0.15 350 3 7 0.17 350 0.16 350 0.16 350 0.15 350 0.15 350 3 8 0.17 350 0.16 350 0.16 350 0.15 350 0.15 350 3 9 0.17 350 0.16 350 0.16 350 0.15 350 0.15 350 3 10 0.18 350 0.16 350 0.16 350 0.15 350 0.15 350 3 12 0.18 350 0.16 350 0.16 350 0.15 350 0.15 350 3 14 0.18 350 0.17 350 0.17 350 0.16 350 0.15 350 3 16 0.19 350 0.17 350 0.17 350 0.16 350 0.15 350 3 20 0.19 350 0.18 350 0.18 350 0.16 350 0.15 350 3 24 0.20 350 0.19 350 0.19 350 0.17 350 0.15 350 3 28 0.21 350 0.19 350 0.19 350 0.18 350 0.15 350 3 32 0.21 350 0.20 350 0.20 350 0.18 350 0.16 350 6 4 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 5 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 6 6 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 6 7 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 8 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 9 0.20 350 0.19 350 0.18 350 0.16 350 0.15 350 6 10 0.21 350 0.19 350 0.18 350 0.16 350 0.15 350 6 12 0.21 350 0.20 350 0.18 350 0.17 350 0.16 350 6 14 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 6 16 0.23 350 0.21 350 0.20 350 0.17 350 0.16 350 6 20 0.24 350 0.22 350 0.21 350 0.18 350 0.16 350 6 24 0.25 350 0.24 350 0.22 350 0.19 350 0.17 350 6 28 ——0.25 350 0.23 350 0.21 350 0.17 350 6 32 ————0.24 350 0.22 350 0.17 350 Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USEDEPTHCALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURESIZEOF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches LAYING CONDITIONS Earth Load Plus Truck Load NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. Table continued on next page. DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 13866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 4 2.5 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 4 3 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 4 4 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 5 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 6 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 7 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 8 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 9 0.18 350 0.17 350 0.16 350 0.15 350 0.15 350 4 10 0.18 350 0.17 350 0.16 350 0.16 350 0.15 350 4 12 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 4 14 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 4 16 0.20 350 0.19 350 0.18 350 0.16 350 0.15 350 4 20 0.21 350 0.20 350 0.19 350 0.17 350 0.15 350 4 24 0.21 350 0.21 350 0.20 350 0.18 350 0.16 350 4 28 0.22 350 0.21 350 0.20 350 0.19 350 0.16 350 4 32 0.23 350 0.22 350 0.21 350 0.19 350 0.16 350 6 2.5 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 6 3 0.21 350 0.19 350 0.18 350 0.17 350 0.15 350 6 4 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 5 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 6 6 0.19 350 0.18 350 0.17 350 0.16 350 0.15 350 6 7 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 8 0.20 350 0.18 350 0.17 350 0.16 350 0.15 350 6 9 0.20 350 0.19 350 0.18 350 0.16 350 0.15 350 6 10 0.21 350 0.19 350 0.18 350 0.16 350 0.15 350 6 12 0.21 350 0.20 350 0.18 350 0.17 350 0.16 350 6 14 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 6 16 0.23 350 0.21 350 0.20 350 0.17 350 0.16 350 6 20 0.24 350 0.22 350 0.21 350 0.18 350 0.16 350 6 24 0.25 350 0.24 350 0.22 350 0.19 350 0.17 350 6 28 ——0.25 350 0.23 350 0.21 350 0.17 350 6 32 ————0.24 350 0.22 350 0.17 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USEDEPTHCALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURESIZEOF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches LAYING CONDITIONS Earth Load Plus Truck Load LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 14866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 8 2.5 0.24 350 0.22 350 0.21 350 0.18 350 0.16 350 8 3 0.23 350 0.21 350 0.19 350 0.17 350 0.16 350 8 4 0.22 350 0.20 350 0.18 350 0.17 350 0.16 350 8 5 0.21 350 0.19 350 0.18 350 0.17 350 0.16 350 8 6 0.21 350 0.19 350 0.18 350 0.17 350 0.16 350 8 7 0.21 350 0.20 350 0.18 350 0.17 350 0.16 350 8 8 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 8 9 0.22 350 0.20 350 0.19 350 0.17 350 0.16 350 8 10 0.23 350 0.21 350 0.19 350 0.17 350 0.16 350 8 12 0.24 350 0.22 350 0.20 350 0.18 350 0.16 350 8 14 0.25 350 0.23 350 0.21 350 0.18 350 0.16 350 8 16 0.25 350 0.24 350 0.22 350 0.19 350 0.17 350 8 20 ——0.25 350 0.23 350 0.20 350 0.17 350 8 24 ————0.25 350 0.21 350 0.17 350 8 28 ——————0.23 350 0.18 350 8 32 ——————0.25 350 0.19 350 10 2.5 ——0.25 350 0.23 350 0.20 350 0.18 350 10 3 0.26 350 0.24 350 0.22 350 0.19 350 0.18 350 10 4 0.25 350 0.22 350 0.21 350 0.19 350 0.17 350 10 5 0.24 350 0.22 350 0.20 350 0.18 350 0.17 350 10 6 0.24 350 0.22 350 0.20 350 0.18 350 0.17 350 10 7 0.24 350 0.22 350 0.20 350 0.19 350 0.17 350 10 8 0.25 350 0.22 350 0.21 350 0.19 350 0.17 350 10 9 0.25 350 0.23 350 0.21 350 0.19 350 0.17 350 10 10 0.26 350 0.23 350 0.21 350 0.19 350 0.17 350 10 12 ——0.24 350 0.22 350 0.20 350 0.18 350 10 14 ——0.26 350 0.23 350 0.20 350 0.18 350 10 16 ————0.24 350 0.21 350 0.18 350 10 20 ——————0.22 350 0.19 350 10 24 ——————0.24 350 0.19 350 10 28 ——————0.26 350 0.20 350 10 32 ————————0.21 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USEDEPTHCALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURE SIZE OF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 15866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 12 2.5 ——0.27 350 0.25 350 0.21 350 0.19 350 12 3 0.28 350 0.25 350 0.23 350 0.20 350 0.18 350 12 4 0.26 350 0.24 350 0.22 350 0.19 350 0.18 350 12 5 0.26 350 0.23 350 0.21 350 0.19 350 0.18 350 12 6 0.26 350 0.23 350 0.21 350 0.19 350 0.18 350 12 7 0.26 350 0.23 350 0.21 350 0.19 350 0.18 350 12 8 0.27 350 0.24 350 0.22 350 0.20 350 0.18 350 12 9 0.27 350 0.24 350 0.22 350 0.20 350 0.18 350 12 10 0.28 350 0.25 350 0.23 350 0.20 350 0.18 350 12 12 ——0.26 350 0.24 350 0.21 350 0.18 350 12 14 ——0.28 350 0.25 350 0.21 350 0.19 350 12 16 ————0.26 350 0.22 350 0.19 350 12 20 ——————0.24 350 0.20 350 12 24 ——————0.26 350 0.20 350 12 28 ——————0.28 350 0.21 350 12 32 ————————0.23 350 14 2.5 ‡‡0.29 300 0.26 250 .023 250 0.20 250 14 05202.005222.005252.005282.03 14 05291.005212.005242.005262.04 14 05291.005212.005232.005252.05 14 05291.005212.005232.005252.06 14 05291.005212.005242.005262.07 14 05291.005212.005242.005262.08 14 05291.005222.005242.005272.09 14 05202.005222.005252.005282.001 14 05202.005232.005262.000392.021 14 05202.005232.005282.005313.041 14 05212.005242.000392.0——61 14 05212.005262.0————02 14 05222.000392.0————42 14 05252.0——————82 14 05272.0——————23 NOTE: To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USEDEPTHCALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURE SIZE OF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 16866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 16 2.5 ‡‡0.31 300 0.27 250 0.23 250 0.21 250 16 05202.005232.005262.005292.03 16 05202.005222.005252.005272.04 16 05202.005222.005242.005272.05 16 05202.005222.005242.005272.06 16 05202.005222.005252.005272.07 16 05202.005222.005252.005282.08 16 05202.005222.005262.005282.09 16 05202.005232.005262.005292.001 16 05212.005242.005282.000313.021 16 05212.005242.005292.005333.041 16 05212.005252.000313.0——61 16 05222.005282.005343.0——02 16 05242.005203.0————42 16 05272.005343.0————82 16 05292.0——————23 18 2.5 ‡‡0.32 300 0.28 250 0.24 250 0.21 250 18 05212.005232.005272.005203.03 18 05202.005232.005262.005282.04 18 05202.005222.005252.005282.05 18 05202.005222.005252.005282.06 18 05202.005232.005262.005282.07 18 05202.005232.005262.005292.08 18 05212.005232.005272.005203.09 18 05212.005242.005282.005213.001 18 05212.005242.005292.000333.021 18 05222.005252.005213.005353.041 18 05222.005262.000333.0——61 18 05232.005292.0————02 18 05262.000323.0————42 18 05292.005363.0————82 18 00323.0——————23 NOTE: To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURESIZEOF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 17866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 20 2.5 ‡‡0.33 250 0.29 250 0.25 250 0.21 250 20 05212.005242.005282.005213.03 20 05212.005232.005272.005203.04 20 05202.005232.005262.005292.05 20 05202.005232.005262.005292.06 20 05212.005232.005272.005203.07 20 05212.005242.005272.005203.08 20 05212.005242.005282.005213.09 20 05212.005242.005292.005223.001 20 05222.005252.005213.000353.021 20 05222.005262.005233.005373.041 20 05232.005282.000353.0——61 20 05242.005223.0————02 20 05282.000353.0————42 20 05223.005383.0————82 20 00353.0——————23 24 2.5 ‡‡0.36 250 0.32 200 0.26 200 0.22 200 24 00222.000252.000203.000233.03 24 00212.000252.000292.000223.04 24 00212.000242.000282.000213.05 24 00212.000242.000282.000213.06 24 00222.000252.000292.000223.07 24 00222.000252.000203.000233.08 24 00222.000262.000203.005253.09 24 00222.000262.000213.005263.001 24 00232.000272.000233.000393.021 24 00242.000292.005263.005314.041 24 00242.000213.000383.0——61 24 00262.005263.0————02 24 00223.000304.0————42 24 05273.005334.0————82 24 00304.0——————23 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USEDEPTHCALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURE SIZE OF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 18866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 30 2.5 ‡‡0.40 250 0.34 150 0.29 150 0.24 150 30 05132.005182.005133.000273.03 30 05132.005172.005123.000263.04 30 05132.005162.005113.000253.05 30 05132.005172.005113.000253.06 30 05132.005172.005123.000263.07 30 05132.005172.005133.000273.08 30 05142.005182.005143.005293.09 30 05142.005192.000253.005214.001 30 05152.005103.000283.000344.021 30 05162.005133.005214.005384.041 30 05162.000273.000344.0——61 30 05192.000334.0————02 30 00283.005384.0————42 30 ——————82 0.44 300 30 ——————23 0.48 350 36 2.5 ‡‡0.43 250 0.37 150 0.31 150 0.25 150 36 05152.005103.005163.000214.03 36 05142.005192.005143.000293.04 36 05142.005192.005143.000293.05 36 05142.005192.005143.000293.06 36 05142.005192.005153.000204.07 36 05152.005103.005163.000224.08 36 05152.005113.005183.005244.09 36 05162.005113.000293.005264.001 36 05172.005133.000224.000305.021 36 05182.005183.005264.005345.041 36 05192.005234.000305.0——61 36 05133.000315.0————02 36 ————42 0.56 350 0.44 250 36 00315.0——————82 36 ——————23 0.56 350 NOTE: To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USEDEPTHCALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURE SIZE OF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 19866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 42 2.5 ‡‡0.47 200 0.40 150 0.32 150 0.27 150 42 05162.005113.005183.000244.03 42 05152.005103.005173.000224.04 42 05162.005113.005173.000234.05 42 05162.005113.005173.000234.06 42 05162.005113.005183.000244.07 42 05162.005123.005104.000264.08 42 05172.005133.005114.005284.09 42 05172.005143.000234.005205.001 42 05182.005163.000274.000355.021 42 05103.000234.005225.005306.041 42 05113.005294.000375.0——61 42 05183.000375.0————02 42 05205.0——————42 42 05385.0——————82 42 05336.0——————23 48 2.5 ‡‡0.50 200 0.44 150 0.35 150 0.29 150 48 05182.005143.005124.000284.03 48 05182.005133.005114.005164.04 48 05182.005143.005114.000274.05 48 05182.005143.005114.000284.06 48 05182.005153.005134.000294.07 48 05192.005153.005144.000215.08 48 05192.005173.005164.005245.09 48 05103.005183.000284.005265.001 48 05113.005104.005245.000326.021 48 05133.000294.000306.005376.041 48 05143.005265.005356.0——61 48 05134.005366.0————02 48 05275.0——————42 48 05366.0——————82 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load (cont.) TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE DEPTH CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURESIZEOF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 20866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 54 2.5 ‡‡0.54 200 0.47 150 0.38 150 0.31 150 54 05103.005173.005164.000235.03 54 05103.005163.005144.005115.04 54 05103.005173.005154.000225.05 54 05103.005173.005164.000235.06 54 05113.005183.005174.000245.07 54 05123.005193.005194.000275.08 54 05123.005104.005115.005206.09 54 05133.005114.000235.005236.001 54 05143.005144.005216.000396.021 54 05163.000255.000386.005357.041 54 05173.005236.005337.0——61 54 05184.005347.0————02 54 05246.0——————42 54 05347.0——————82 60 2.5 ‡‡0.56 200 0.48 150 0.39 150 0.32 150 60 05113.005183.005174.005145.03 60 05113.005183.005164.005135.04 60 05113.005183.005174.005145.05 60 05113.005193.005184.000255.06 60 05123.005193.005194.000275.07 60 05133.005104.005115.000295.08 60 05133.005124.005135.005236.09 60 05143.005134.000255.005276.001 60 05153.005164.005256.000347.021 60 05173.000285.000327.005397.041 60 05183.005276.005387.0——61 60 05115.005397.0————02 60 05286.0——————42 60 05397.0——————82 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1.Table continued on next page. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USEDEPTHCALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURE SIZE OF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) LAYING CONDITIONS DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 21866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 64 2.5 ‡‡0.58 200 0.50 150 0.40 150 0.32 150 64 05123.005193.005194.005165.03 64 05123.005193.005184.005155.04 64 05123.005193.005184.005165.05 64 05123.005104.005194.000275.06 64 05133.005114.005115.000295.07 64 05133.005124.005135.000226.08 64 05143.005134.005155.005276.09 64 05153.005154.000285.005207.001 64 05173.005184.005286.000387.021 64 05183.000216.000367.005348.041 64 05104.005207.005328.0——61 64 05145.005338.0————02 64 05227.0——————42 64 05338.0——————82 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048. *Pipe may be available for depths of cover greater than those shown in the table. †Total calculated thickness includes service allowance and casting tolerance added to net thickness. ‡For pipe 14" (350 mm) and larger, consideration should be given to laying conditions other than Type 1. Table 4. Thickness for Earth Load Plus Truck Load TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USEDEPTHCALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURECALCULATEDPRESSURESIZEOF COVER*THICKNESS† CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS THICKNESS†CLASS Inches Feet Inches Inches Inches Inches Inches Earth Load Plus Truck Load (cont.) 150 200 250 300 350 TOTAL USE TOTAL USE TOTAL USE TOTAL USE TOTAL USE PIPE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURE CALCULATED PRESSURESIZETHICKNESS* CLASS THICKNESS CLASS THICKNESS CLASS THICKNESS CLASS THICKNESS CLASS Inches Inches Inches Inches Inches Inches RATED WATER WORKING PRESSURE psi DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 22866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 4 0.16 350 0.16 350 0.17 350 0.18 350 0.18 350 6 0.17 350 0.18 350 0.19 350 0.20 350 0.20 350 8 0.18 350 0.19 350 0.21 350 0.22 350 0.23 350 10 0.21 350 0.22 350 0.23 350 0.25 350 0.26 350 12 0.22 350 0.23 350 0.25 350 0.27 350 0.28 350 14 0.24 250 0.26 250 0.28 250 0.30 300 0.31 350 16 0.25 250 0.27 250 0.30 250 0.32 300 0.34 350 18 0.27 250 0.29 250 0.31 250 0.34 300 0.36 350 20 0.28 250 0.03 250 0.33 250 0.36 300 0.38 350 24 0.30 200 0.33 200 0.37 250 0.40 300 0.43 350 30 0.34 150 0.38 200 0.42 250 0.45 300 0.49 350 36 0.38 150 0.42 200 0.47 250 0.51 300 0.56 350 42 0.41 150 0.47 200 0.52 250 0.57 300 0.63 350 48 0.46 150 0.52 200 0.58 250 0.64 300 0.70 350 54 0.51 150 0.58 200 0.65 250 0.72 300 0.79 350 60 0.54 150 0.61 200 0.68 250 0.76 300 0.83 350 64 0.56 150 0.64 200 0.72 250 0.80 300 0.87 350 NOTE:To convert inches (in.) to millimeters (mm), multiply by 25.4; to convert pounds per square inch (psi) to kilopascals (kPa), multiply by 6.895. The thicknesses shown are adequate for the rated working pressure plus a surge allowance of 100 psi (689 kPa). Calculations are based on a minimum yield strength in tension of 42,000 psi (290 MPa) and a 2.0 safety factor times the sum of working pressure and 100 psi (689 kPa) surge allowance. *Total calculated thickness includes service allowance and casting tolerance added to net thickness. Table 5. Thickness for Internal Pressure Internal Pressure 3 0.15 350 0.16 350 0.16 350 0.17 350 0.17 350 W ai CM 00 E:1 E:1 E:1 11::1 DUCTILE IRON PIPE DESIGN "+ 2013 EDITION P 23 ZEI Maximum Depth of Cover Table 6. Rated Working Pressure and Maximum Depth of Cover LAYING CONDITION PRESSURE NOMINAL MAXIMUM DEPTH OF COVERt Feet SIZE CLASS* THICKNESS TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 Inches psi Inches Trench Trench Trench Trench Trench 3 350 0.25 78 88 99 loot 4 350 0.25 53 61 69 85 6 350 0.25 26 31 37 47 8 350 0.25 16 20 25 34 10 350 0.26 11§ 15 19 28 12 350 0.28 10§ 15 19 28 14 250 0.28 ** 11§ 15 23 14 300 0.30 ** 13 17 26 14 350 0.31 ** 14 19 27 16 250 0.30 ** 11§ 15 24 16 300 0.32 ** 13 17 26 16 350 0.34 ** 15 20 28 18 250 0.31 ** 10§ 14 22 18 300 0.34 ** 13 17 26 18 350 0.36 ** 15 19 28 20 250 0.33 ** 10 14 22 20 300 0.36 ** 13 17 26 20 350 0.38 ** 15 19 28 24 200 0.33 ** 8§ 12 17 24 250 0.37 ** 11 15 20 24 300 0.40 ** 13 17 24 24 350 0.43 ** 15 19 28 30 150 0.34 ** - 9 14 30 200 0.38 ** 8§ 12 16 30 250 0.42 ** 11 15 19 30 300 0.45 ** 12 16 21 30 350 0.49 ** 15 19 25 36 150 0.38 ** - 9 14 36 200 0.42 ** 8§ 12 15 36 250 0.47 ** 10 14 18 36 300 0.51 ** 12 16 20 36 350 0.56 ** 15 19 24 NOTE: To convert inches (in.) into millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048; and to convert pounds per square inch (psi) into kilopascals (kPa), multiply by 6.895. Calculations are based on a 2.0 safety factor times the sum of working pressure and 100 psi (689 kPa) surge allowance. Ductile Iron pipe for working pressures higher than 350 psi (2413 kPa) is available. *Ductile Iron pipe is adequate for the rated working pressure indicated for each nominal size plus a surge allowance of 100 psi (689 kPa). tAn 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). loot loot 65 50 45 44 36 42 44 34 39 44 31 36 41 30 35 38 25 29 32 37 22 24 27 29 33 21 23 25 28 32 **For pipe 14" (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1. Table continued on next page. U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 REVISED 10.13 LAYING CONDITION DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 24866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Table 6. Rated Working Pressure and Maximum Depth of Cover TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5TrenchTrenchTrenchTrenchTrench 42 150 0.41 **—9 13 20 42 200 0.47 **8 12 15 22 42 250 0.52 **10 14 17 25 42 300 0.57 **12 16 20 27 42 350 0.63 **15 19 23 32 48 150 0.46 **—9 13 20 48 200 0.52 **8 11 15 22 48 250 0.58 **10 13 17 24 48 300 0.64 **12 15 19 27 48 350 0.70 **15 18 22 30 54 150 0.51 **—9 13 20 54 200 0.58 **8 11 14 22 54 250 0.65 **10 13 16 24 54 300 0.72 **13 15 19 27 54 350 0.79 **15 18 22 30 60 150 0.54 **5§9 13 20 60 200 0.61 **8 11 14 22 60 250 0.68 **10 13 16 24 60 300 0.76 **13 15 19 26 60 350 0.83 **15 18 22 30 64 150 0.56 **5§9 13 20 64 200 0.64 **8 11 14 21 64 250 0.72 **10 13 16 24 64 300 0.80 **12 15 19 26 64 350 0.87 **15 17 21 29 NOTE: To convert inches (in.) into millimeters (mm), multiply by 25.4; to convert feet (ft.) to meters (m), multiply by 0.3048; and to convert pounds per square inch (psi) into kilopascals (kPa), multiply by 6.895. Calculations are based on a 2.0 safety factor times the sum of working pressure and 100 psi (689 kPa) surge allowance. Ductile Iron pipe for working pressures higher than 350 psi (2413 kPa) is available. *Ductile Iron pipe is adequate for the rated working pressure indicated for each nominal size plus a surge allowance of 100 psi (689 kPa). †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" (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1. SIZE Inches PRESSURE CLASS* psi NOMINAL THICKNESSInches MAXIMUM DEPTH OF COVER†Feet Maximum Depth of Cover (cont.) DUCTILE IRON PIPE DESIGN NSF® Certified toANSI/NSF 61 P 25866.DIP.PIPE2013 EDITI O N REVISED 10.13U.S. PIPE AND FOUNDRY CO. DUCTILE IRON PIPE DESIGN BRO-001 Products for Water, Wastewater and Fire Protection EGNAR EZISepiP norI elitcuD TYTON JOINT®norI elitcuD "46-"3epiP norI elitcuD "21-"4epiP tnioJ lacinahceM TR FLEX®norI elitcuD "46-"4epiP norI elitcuD "46-"3epiP degnalF USIFLEX®norI elitcuD "84-"4 -- epiP tnioJ elbixelF sseltloB for Subaqueous Installations Restrained Joints TR FLEX®norI elitcuD "46-"4epiP FIELD LOK 350®"42-"4steksaG FIELD LOK®"63 ,"03teksaG TR FLEX GRIPPER®norI elitcuD "63-"4sgniR TR TELE FLEX®norI elitcuD "42-"4seilbmessA FIELD-FLANGE 350®norI elitcuD "42-"4sgnittiF Ductile Iron Fittings TYTON®norI elitcuD "46-"41sgnittiF TRIM TYTON®norI elitcuD "21-"4sgnittiF TR FLEX® Fittings and TR FLEX®Telescoping Sleeves 4"-64" Ductile Iron norI elitcuD "84-"3sgnittiF tnioJ lacinahceM TRIM TYTE®norI elitcuD "84-"3 sgnittiF JM norI elitcuD "46-"3sgnittiF degnalF XTRA FLEX®norI elitcuD "42-"4sgnilpuoC M-Series Hydrants "4/1-5 ro "2/1-4- stnardyh lerraB yrD AWWA METROPOLITAN®gninepO evlaV49-M/ METROFLOW™/M-03 Valves "63-"3 - sevlaV etaG detaeS tneiliseRAWWA METROSEAL®R/S Gate Valves Double Disc Gate Valves 16"-60", AWWA C500 Miscellaneous Products norI elitcuD "46-"4rof epiP norI elitcuD deniL ™104 OTCETORP Domestic Sewage and Industrial Wastes FLANGE-TYTE®"46-"4steksaG sezis epip lla roFsgniniL dna sgnitaoC ciremyloP norI elitcuD suoiraVsteltuO elddaS norI elitcuD suoiraVsteltuO dedleW "46-"4tnemesacnE enelyhteyloP Tapping Sleeves and Valves All sizes Tapping Machines 3"-16" NSF® Certified toANSI/NSF 61 P.O. BOX 10406 BIRMINGHAM, AL 35202 866.DIP.PIPE (866.347.7473) FAX: 205.254.7165 EMAIL: INFO@USPIPE.COM WWW.USPIPE.COM All U.S. Pipe brochures and/or products are subject to change without further notice. Utilities CatalogUtilities Catalog PC-U2008, February, 2008 Tyler Utilities • 11910 CR. 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company • Box 309 • Anniston, Alabama 3602 • (800) 226-7601 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 02/01/08 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226-7601 1 SAMPLE SPECIFICATIONS Mechanical Joint watermain fittings with accessories, 3" through 48" shall be manufactured from Ductile Iron in accordance with and meet all applicable terms and provisions of standards ANSI/AWWA C153/A21.53 ANSI/ AWWA C111/A21.11 (current revisions). Ductile Iron Mechanical Joint Fittings 3" through 24" shall be rated for 350 PSI working pressure. 30" through 48" shall be rated for 250 psi working pressure. Flanged ductile-iron fittings in 24-in. (610 mm) and smaller sizes may be rated for 350 psi (2,413 kPa) with the use of special gaskets. All coated fittings meet requirements of NSF-61. NOTE - EXCEPTIONS: Mechanical Joint Fittings with flanged branches are rated for water pressure of 250 PSI. NOTE: Fittings are CEMENT LINED and seal coated in accordance with ANSI/AWWA C104/A21. 4; also available double cement-lined, bare or epoxy coated. MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment JOINT DIMENSIONS IN INCHES BOLTS Size A Dia. B C Dia. D Dia. F Dia. J Dia. K 1 Dia. K 2 Dia. L M S T X Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 ¾ Á x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 Â ¾x3½ 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 Â ¾x3½ 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 .66 1.00 .45 .38 Â ¾x3½ 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 Â ¾x3½ 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 Â ¾x3½ 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .47 Â ¾x4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 Â ¾x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 Â ¾x4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 .69 .57 Â ¾x4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 Â ¾x4½ 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 .82 .66 1¿ 1 x5½ 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 .74 1¿ 1 x5½ 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 .82 1À 1¼x6½ 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 .90 1À 1¼x6½ 32 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 2 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226-7601 02/01/08 90° Bends (1/4) 45° Bends (1/8) 22½° Bends (1/16) 11¼° (1/32) Dimensions Dimensions Dimensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 .34 3.5 2.5 19 2.00 2.41 17 1.50 2.51 15 1.25 2.53 16 4 .35 4.0 3.0 26 2.50 3.56 22 1.75 3.81 20 1.50 5.12 20 6 .37 6.5 6.0 49 3.50 7.25 39 2.25 6.35 31 1.50 5.12 29 8 .39 7.5 7.0 64 4.00 8.44 56 2.85 11.80 50 2.06 15.80 45 10 .41 9.5 9.0 102 5.01 10.88 78 3.35 14.35 66 2.32 18.36 59 12 .43 10.5 10.0 129 5.98 13.25 102 3.86 16.90 87 2.56 20.90 82 14 .51 12.0 11.5 214 5.50 12.06 155 3.93 17.25 142 2.59 21.25 136 16 .52 13.0 12.5 273 5.98 13.25 204 3.98 17.50 178 2.62 21.50 157 18 .59 15.5 14.0 411 6.50 12.36 292 7.50 30.19 286 3.00 60.84 283 20 .60 17.0 15.5 519 7.00 13.59 372 8.50 35.19 376 3.50 71.07 374 24 .62 17.0 15.5 721 7.50 14.89 490 9.00 37.69 512 3.50 76.12 487 30 .66 21.50 19.0 930 10.50 9.31 716 6.75 21.36 665 4.75 22.84 600 36 .74 24.50 22.0 1450 11.50 21.73 1110 7.75 26.39 960 5.00 25.38 820 42 .82 29.25 26.7 2205 14.00 27.76 1610 9.00 32.68 1350 6.00 35.54 1180 48 .90 33.25 30.75 2990 15.00 30.17 2090 10.00 27.70 1760 6.50 40.61 1475 BENDS MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment *OFFSETS MJ x MJ MJ x PE Dimensions Weights Size D L 1 L MJxMJ MJxPE 4 6 10 -- 45 -- 4 12 16 -- 55 -- 4 18 22 -- 65 -- 4 24 28 -- 75 -- 6 6 12 17.5 41 54 6 12 18 -- 65 -- 6 18 24 -- 75 -- 6 24 30 -- 85 -- 8 6 13 -- 84 -- 8 12 19 -- 90 -- 8 18 25 -- 100 -- * Not included in AWWA C153. Series 1000 E-Z Flange™ Ductile Iron Flange Adapter Features and Applications: •For use on Ductile Iron Pipe at flanged joints Sizes 3 inch through 24 inch •For use on Steel Pipe at flanged joints Sizes 3 inch through 12 inch Requires Transition Gasket •Adapts a plain end of ductile iron pipe to a fitting, valve, or other appurtenances equipped with flanges meeting ANSI/AWWA C110 •Minimum 2 to 1 Safety Factor •MEGA-BOND® Restraint Coating System •Set Screw Design •Constructed of ASTM A536 Ductile Iron •This product is Listed to applicable UL Standards and requirements by Underwriters Laboratories Inc. Sizes 3 inch through 12 inch •Available with Accessory Packages For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. Pressure Ratings Table Nominal Pipe Size Series Number Approximate Weight Pressure (PSI) 3 1003 4.00 250 4 1004 6.30 250 6 1006 8.80 250 8 1008 12.99 250 10 1010 23.10 200 12 1012 29.50 200 14 1014 47.50 150 16 1016 73.60 150 18 1018 75.30 125 20 1020 87.00 100 24 1024 105.00 100 NOTE: For applications or pressures other than those shown, please contact EBAA for assistance. 0810-3-M Copyright 2005 © EBAA Iron, Inc. Sample Specification Flange adapters shall be used in lieu of threaded or welded flanges on plain end ductile and steel pipe. The restraints shall be manufactured of ductile iron conforming to ASTM A536. The restraint devices shall be coated using MEGA-BOND®. (For complete specifications on MEGA-BOND visit www.ebaa. com.) The bolt circles and bolt holes shall conform to ANSI/AWWA C110/A21.10. The screws shall have a Rockwell hardness of C40-45 converted from Brinnell. The flange adapter shall have a minimum working pressure rating as shown in the adjacent table. The restraint shall be the Series 1000 E-Z Flange, as manufactured by EBAA Iron, Inc., or approved equal. Also Available Series 2100 MEGAFLANGE Restrained Flange Adapter for Ductile Iron, PVC, HDPE and Steel Pipes www.ebaa.com Series 1008 E-Z Flange on 8 inch DIP, adapting to a flanged gate valve. Submittal Reference Drawing MADE IN USAEBAA IRONA B C Nominal Pipe Size Series Number Pipe O.D. Flange O.D. Flanged Adapter Length 3 1003 3.96 7.50 1.77 4 1004 4.80 9.00 1.96 6 1006 6.90 11.00 2.02 8 1008 9.05 13.50 2.39 10 1010 11.10 16.00 2.46 12 1012 13.20 19.00 2.52 14 1014 15.30 21.00 2.62 16 1016 17.40 23.50 3.71 18 1018 19.50 25.00 3.78 20 1020 21.60 27.50 3.68 24 1024 25.80 32.00 3.51 NOTE: Dimensions are in inches and are subject to change without notice. The Series 1000 E-Z Flange is designed for joining plain end ductile iron pipe, conforming to ANSI/AWWA C151/A21.51 (class 50-56 thickness) to standard AWWA C110 (class 150 dimensions) flanges. 1.The pipe ends must be cut smooth and square. (The E-Z Flange adapter should not be used on beveled end of the pipe.) All surfaces must be cleaned. Back the set screws out of the flange to clear the pipe and slide onto the pipe. Install E-Z Flange gasket on the pipe with the bevel of the gasket facing the E-Z Flange. 2.Position the pipe end square against the adjacent flange. Slide the gasket and E-Z Flange toward the adjacent flange. 3.Install and hand tighten the flange bolts keeping an equal gap around the flange. 4.Tighten the flange bolts evenly to the proper range of torque. (45-60 ft-lbs for 3 inch and 4 inch, 75-90 ft-lbs for 6 inch through 12 inch, and 100-120 ft-lbs for the 14 inch through 24 inch sizes) 5.Tighten the set screws in a clockwise direction until all are in firm contact with the pipe surface. After all set screws are in firm contact with the pipe, continue tightening in an alternating manner until all are tightened to the proper range of torque. (45 ft-lbs for 3 inch through 6 inch and 70 ft-lbs for 8 inch through 24 inch.) Installation Instructions MEGALUG® Series 1100 Mechanical Joint Restraint for Ductile Iron Pipe Features and Applications: •Sizes 3 inch through 48 inch •Constructed of ASTM A536 Ductile Iron •Torque Limiting Twist-Off Nuts •MEGA-BOND® Restraint Coating System For more information on MEGA-BOND, refer to www.ebaa.com •The Mechanical Joint Follower Gland is incorporated into the restraint •Heavy Duty thick wall design •Support Products Available: Split repair style available 3 inch through 48 inch. EBAA Series 1100SD Solid restraint harness available for push-on pipe bells. EBAA Series 1700 Split restraint harness available for existing push-on bells. EBAA Series 1100HD •All MEGALUG and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication, and bolt- ing hardware •For use on water or wastewater pipe- lines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774 Nominal Pipe Size Series Number Shipping Weights Post Assembly Deflection Pressure Rating (PSI) 3 1103 6.1 3°350 4 1104 7.7 3°350 6 1106 11.9 3°350 8 1108 14.8 3°350 10 1110 23.9 3°350 12 1112 31.2 3°350 14 1114 48.5 2°350 16 1116 56.4 2°350 18 1118 63.1 1½°250 20 1120 72.3 1½°250 24 1124 133.1 1½°250 30 1130 194.6 1°250 36 1136 234.0 1°250 42 1142 536.0 1°250 48 1148 653.0 1°250 NOTE: For applications or pressures other than those shown please contact EBAA for assistance. U.S. Patent Nos. 4092036, 4627774, 4779900, 4896903, 5544922 Made In The USA 0910-5-H Copyright © 2007. EBAA Iron, Inc. All Rights Reserved. MOVEMENTPRESURE OR EXTERNAL FORCEMax pressure Movement causes wedges to increase grip Max movement Rated pressure Wedge movement begins Normal operating pressure RCM Since 1984, engineers and contractors designing and installing water and wastewater pipelines and systems have come to rely on the EBAA Series 1100 MEGALUG Mechanical Joint Restraint as the “Product of Preference” for effectively and economically restraining ductile iron pipe connections above or below ground. MEGALUG Mechanical Joint Restraints replace external re- straints such as cumbersome concrete thrust blocks and corrod- ible metal tie rods creating a quicker, safer and more economical installation. Major testing laboratories agree as the 3” through 24” sizes are Underwriters Laboratories (UL) listed, and the 3” through 12” sizes are Factory Mutual (FM) approved. For use on all classes of ductile iron pipe (PC350 through PC150 and CL56 through CL50), for practically any application including valves, hydrants and pipe, the MEGALUG Mechanical Joint Restraint effectively and safely performs without damage to the pipe or cement linings. The wedge style MEGALUG design reacts to the amount of force acting on the joint. When each wedge is set, the wedge teeth penetrate the pipe’s outer surface, and the wedge does not move on the pipe. There is very little change in this interface until the wedge movement begins inside the pocket of the main casting. Once the wedge starts moving, the formation of the buttress begins. This “dam” of material (the wedge impression) is cold formed as the wedging action continues. If the force of pressure acting on the joint is released, the wedge moves back to near its original position. This engages the reserve-controlled move- ment or “RCM”. The wedge is then ready for another round. After the wedge has moved to the back of the pocket at the maximum pressure or load, the wedge buttress are in shear. The maximum movement is about 0.3 inch through the thirty-six inch size and 0.4 inch for forty-two and forty-eight inch. The RCM is available even with severe cyclic loads. This has been tested to very high-pressure differentials and the wedge impressions look the same as if a single test had been performed. Typically, the depth of pipe wall pen- etration, or wedge impression at around 25,000 pounds of force per wedge (200 PSI on a six inch and 150 PSI on a twelve inch) is 0.03”. Finally, at roughly twice that force the penetration is around 0.05” At these high pressures, there is no affect on the design thickness of ductile iron pipe made according to AWWA C150. The lack of damage to the cement lining clearly indicates that the thrust load is primarily longitudinal. This ability to move in the pocket allows for angular flexibility as well as longitudi- nal flexibility. THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 THE ORIGINAL PATENTED GRIPPING WEDGES Since 1964 EBAA Iron has respond- ed aggressively to the needs of the water industry for better solutions to joint restraint problems - thus the development of the family of self actuating MEGALUG wedge action restraints. TOOLS MEGALUGS install using an ordinary wrench (box, ratchet, or air-driven), because the torque-limiting, twist- off nuts automatically shear during tightening when the proper torque is reached. The same 1¼ wrench used to tighten the T-bolts on the 4” through 24” sizes can be used to tighten and shear the twist off nuts in all sizes. If removal becomes necessary, a 5/8 hex head remains so the screws can be loosened, and retightened with a torque-in- dicating wrench. During removal, the wedges are held in place by retainer clips. DEFLECTION The MEGALUG gripping wedges provide resiliency to your pipeline design. In addition to deflecting as much as allowed by the mechanical joint during installa- tion, it can also deflect after assembly: Sizes of 12” and below are capable of up to 3 degrees of deflection after installation (depending on the preset deflec- tion.) The 14” and 16” sizes are capable of 2 degrees deflection. The 18” through 24” sizes are capable of 1.5 degrees deflection. The 30” through 48” sizes are capable of 1 degree deflection. STEEL PIPE The 1100 Series MEGALUG can be used to restrain 3” - 8” SCH 40 or 80 steel pipe when joining to me- chanical appurtenances. It can also be used on steel pipe in all sizes if the pipe’s outside diameter is the same as the ductile iron pipe and its thickness is equal to or greater than PC350 ductile iron pipe in sizes of 16 inch and below and PC250 ductile iron pipe 18 inches and above. CAST IRON PIPE Grey iron pipe diameters are often larger than duc- tile iron pipe diameters. The Series 1100 MEGA- LUG restraint may be used with grey iron pipe having standardized cast iron O.D. per AWWA C150 and C151, and with pit cast Classes “A” and “B” without modification. Use of the Series 1100 with pit cast grey iron Classes “C” and “D” will require over sizing the MEGALUG. More information on this is explained in detail in “Connections Bul- letin DI-1”. MEGALUG Takes the Load On April 11, 1997 EBAA Iron performed a remark- able force demonstration of their series 1100 MEGALUG Joint Restraint. With the use of EBAA’s Series 1100 MEGALUG using a standard mechanical joint installation on 12 inch Ductile Iron Pipe, and a 80 Ton mo- tor crane, EBAA Iron lifted a D7 Caterpillar Track Type Tractor weighing in at 50,350 lbs. Along with this, the Series 1100 MEGALUG has been tested to over 700 PSI. Concluding that EBAA’s MEGALUGS can take the load. Mechanical Joint Restraint Sample Specifications (The text of the specifications below can be copied pasted from www.ebaa.com/download/1100Spec.DOC) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA C111/ A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: Design Restraint devices for nominal pipe sizes 3 inch through 48 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable re- quirements of ANSI/AWWA C110/A21.10. The devices shall have a working pressure rating of 350 psi for 3-16 inch and 250 psi for 18-48 inch. Ratings are for water pres- sure and must include a minimum safety factor of 2 to 1 in all sizes. Material Gland body, wedges and wedge actuating components shall be cast from grade 65- 45-12 ductile iron material in accordance with ASTM A536. For applications requiring restraint 30 inch and greater, an alternate grade of iron meeting the material requirements of ASTM A536 is acceptable, providing the device meets all end product performance requirements. Ductile iron gripping wedges shall be heat treated within a range of 370 to 470 BHN. Three (3) test bars shall be incrementally poured per production shift as per Under- writer’s Laboratory (U.L.) Specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accor- dance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. Traceability An identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can be ac- cessed via the identification number on the casting. These Material Traceability Records (MTR’s) are to be made avail- able, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to ac- commodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his/her expense. Installation Mechanical joint restraint shall require conventional tools and installation proce- dures per AWWA C600, while retaining full mechanical joint deflection during assem- bly as well as allowing joint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. Approvals Restraint devices shall be Listed by Under- writers Laboratories (3” through 24” inch size) and Approved by Factory Mutual (3” through 12” inch size). Mechanical joint restraint for ductile Iron pipe shall be Megalug Series 1100 pro- duced by EBAA Iron Inc. or approved equal. MEGA-BOND® Restraint Coating System All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liquid thermoset epoxy coating with heat cure to follow each coat. All casting bodies shall be surface pre- treated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA-BOND by EBAA Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. For more information regarding MEGA- BOND, refer to the MEGA-BOND brochure or visit www.ebaa.com. Support Products for more information concerning these products please consult the catalog or www.ebaa.com Series 1100SD Split MEGALUG Restraint For Existing Mechanical Joints Series 1100SDB Split MEGALUG Restraint For Mid-Span Applications Series 1700 MEGALUG Restraint Harness For Push-On Bell Joints Series 1100HD Split MEGALUG Restraint Harness for Existing Push-On Bells Series 1100 Submittal Reference Drawing MADE IN USAEBAA IRONNominal Pipe Size Series Number C D F M P*X J K2 Wedge QTY. Bolt QTY. Weight (LBS.) Pressure Rating (PSI) 3 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 4 1104 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7.6 350 6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.8 350 8 1108 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 14.9 350 10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350 12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 31.2 350 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 49.7 350 16 1116 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 56.4 350 18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 63.6 250 20 1120 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 71.0 250 24 1124 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 128.7 250 30 1130 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 190.7 250 36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 226.5 250 42 1142 45.79 4.56 44.67 3.88 55.57 1.375 50.62 53.48 28 28 518.9 250 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 608.3 250 * With Twist-Off Nuts twisted off. NOTE: Dimensions are in inches and are subject to change without notice.Important Notes •The Series 1100 MEGALUG should not be used on plain end fittings. •EBAA-Seal™ Mechanical Joint Gaskets are provided with 30 inch through 48 inch MEGALUG restraints. These are required on the above referenced sizes to accommodate the pressure ratings and safety factors shown. •If encased in concrete, polyethylene wrap must be used to prevent concrete intrusion into the wedge pocket. •Extra length T-bolts are provided with the 42 inch and 48 inch sizes to facilitate easier assembly of the mechanical joint. •For test pressures above the rated pressures shown, contact EBAA for recommendations, such as tandem restraint for high pressure applications. •All Series 1100 MEGALUG components are made of ductile iron conforming to ASTM A536. The wedges are heat treated to a hardness range of 370 to 470 BHN. •If you experience the need to install the Series 1100 MEGALUG in an unconventional manner please consult our engineering department. •LISTINGS AND APPROVALS: Sizes 3 inch through 24 inch are listed by Underwriters Laboratories, Inc. Category HJKF “Fittings, Retainer Type” with a deflection angle of 5 degrees (3 inch through 12 inch) and 2½ degrees (14 inch through 24 inch). The listing file number is EX2836, Sizes 3 inch through 12 inch are Factory Mutual approved. •The Series 1100 MEGALUG is intended for use on ductile iron pipe. The restraint can be used on grey iron pipe if the pipe is not severely corroded and is in sound condition and has an outside diameter that can be accommodated. For more information on the use of the MEGALUG restraint on grey iron pipe ask for Connections Bulletin DI-1. 1.The Series 1100 MEGALUG joint re- straint is designed for use on ductile iron pipe conforming to ANSI/AWWA C151/A21.51 (all thickness classes) when restraining mechanical joint pipe fittings. 2.*Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and the plain end with soapy water or an approved pipe lubrication meeting the requirement of ANSI/AWWA C111/A21.11, just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with lip extension toward the plain end, followed by the gasket. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 3.*Insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. 4.*Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make deflection after joint assembly but before tightening bolts. 5.*Tighten the bolts to the normal range of torque as indicated [3 inch 45-60 ft-lbs., 4-24 inch 75-90 ft- lbs., 30-36 inch 100-120 ft-lbs., and 42-48 inch 120-150 ft-lbs.] While at all times maintaining approximately the same distance between the gland and the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then top bolt, next the bolts at either side, finally the remaining bolts. Repeat the process until all bolts are within the appropriate range of torque. In large sizes (30-48 inch), five or more repetitions may be required. The use of a torque-indicating wrench will facilitate this procedure. 6.Tighten the torque limiting twist- off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternat- ing manner until all of the nuts have been twisted off. 7.If removal is necessary, utilize the ⅝ inch hex heads provided. If reas- sembly is required, assemble the joint in the same manner as above, by tightening the wedge bolts to 90 ft-lbs. If the series 1100 restraint is removed from the pipe, be sure that all the collar bolts and wedges are in place before the restraint is reassembled. *These steps are requirements of AWWA. AWWA Standard C600 For More Information For more information about MEGALUG restraints call EBAA today and request “EBAA Connections Bulletin DI-1” concerning use of the MEGALUG restraint on grey iron pipe, or “EBAA Connections Bulletin DI-2” covering the background and operation of the MEGALUG system of restraint. “Restraint Length Calculation” Software is available for PC/Windows applications. Support documenta- tion about the software can be found in “EBAA Con- nections Bulletin PD-1 through PD-5”. 2.3.4. 4. (cont.)5.6. MJ FIELD LOK® Gasket4"–24" A Restraint Revolution Spend less time — and money — restraining mechanical joint fittings with the new MJ FIELD LOK® Gasket. MJ FIELD LOK® Gasket Series DI (4"–24") MJ FIELD LOK® Gasket Series PV (4"–12") MJ FIELD LOK™ Gland (4"–24") MJ FIELD LOK® Gasket Series DI Can be used on any Pressure Class or Special Thickness Class Ductile Iron pipe. Pressure rated at 2:1 safety factor or up to 350 psi depending on the class of the pipe used. Stainless steel locking segments provide proven joint restraint technology. MJ FIELD LOK® Gasket Series PV Can be used on any Pressure Class of AWWA C900 PVC pipe. Pressure rated at a 2:1 safety factor, based on the pressure rating of the pipe on which it is installed. Series PV Gaskets meet the requirements of ASTM F-1674 — Test Method for Joint Restraint Products for Use with PVC Pipe. Ductile Iron locking ring provides proven joint restraint technology. MJ FIELD LOK™ Gland Installs just like a standard mechanical joint gland. Highly engineered to provide the strength and rigidity necessary for restrained joint applications. All Ductile Iron components are manufactured to ASTM A536 Grade 70-50-05. • Proven joint restraint technology. • No learning curve — installs just like a standard mechanical joint gasket and gland. • No more need for time-consuming thrust blocks or heavy lug-type restraints. • No loose wedges or torque-off control nuts to get lost or broken. • Can be disassembled just like a standard mechanical joint. • The state-of-the-art MJ FIELD LOK™ Gland is designed for maximum strength and easy product identification. • MJ FIELD LOK® Gaskets are provided as part of a kit that also includes the MJ FIELD LOK™ Gland, nuts and bolts. NSF® Certified toANSI/NSF 61 4"–24"MJ FIELD LOK® Gasket 1. MJ FIELD LOK ® Gaskets are designed to seal and restrain a centrifugally cast Ductile Iron or PVC pipe spigot in either a Ductile Iron pipe or a Ductile Iron fitting bell. 2. MJ FIELD LOK Gaskets are available to fit mechanical joints conforming to ANSI/AWWA C111/A21.11 Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings. 3. If Ductile Iron pipe with a lower pressure rating than the gasket is used, then the lower pressure rating will apply to the MJ FIELD LOK Gasket also. 4. MJ FIELD LOK Gaskets require 90 ft-lb of bolt torque for 4"–8" gaskets and 120 ft-lb of bolt torque for 10"–24" gaskets. Most common 1/2" drive air powered impact wrenches are capable of applying these torques. 5. U.S. Pipe does not recommend that the joints be deflected after the bolts have been tightened. 6. MJ FIELD LOK Gaskets are suitable for either potable water or wastewater applications. 7. MJ FIELD LOK Gaskets are NSF 61 Approved. 8. Series DI Gaskets are UL Listed for 350 psi in 4"–16" sizes and 250 psi in 18"–24" sizes and FM Approved, with a rating of 175 psi, in 4"–12" sizes. 9. MJ FIELD LOK Gaskets Series DI products are not recommended for use with cast iron pipe, plastic pipe, oversize pipe, metric pipe, or for use as a ‘transition’ gasket, or pipe with an O.D. coating of any kind that is thicker than 5 mils. 10. MJ FIELD LOK Gaskets Series PV products are not recommended for use with cast iron pipe, Ductile Iron pipe, oversize pipe, metric pipe, or as a ‘transition’ gasket. Series PV Gaskets should not be used on any pipe with an O.D. coating of any kind that is thicker than 5 mils. Suggested Specifications: Joint restraint for mechanical joint pipe and fittings shall be the MJ FIELD LOK® Gasket. The restraint system shall be completely integral to the gasket, requiring only standard mechanical joint assembly techniques. The restraining system for Ductile Iron shall be pressure rated to 350 psi in sizes up to and including 16", and shall be rated at 250 psi for sizes 18"–24". The pressure rating for DI restraints shall be based on a 2:1 safety factor or up to 350 psi depending on the class of the pipe used. The restraining system for PV shall be rated at a 2:1 safety factor based on the pressure rating of the pipe on which it is installed. The restraining system for PV shall meet the requirements of ASTM 1674 — Test Method for Joint Restraint Products for Use with PVC Pipe. MJ FIELD LOK® Gasket Series DI PrEssurE aPPrOx. sIZE PIPE OrDEr DEFLECTION raTING KIT Inches OD NuMbEr Degrees psi wEIGhT 4 4.80 DI04 5 350 7.3 6 6.90 DI06 5 350 10.9 8 9.05 DI08 5 350 13.5 10 11.10 DI10 3 350 18.5 12 13.20 DI12 3 350 19.7 14 15.30 DI14 2 350 26.9 16 17.40 DI16 2 350 31.8 18 19.50 DI18 1.5 250 49.8 20 21.60 DI20 1.5 250 59.7 24 25.80 DI24 1.5 250 81.3 Application Notes: MJ FIELD LOK® Gasket Series PV PrEssurE PrEssurE aPPrOx. sIZE PIPE OrDEr raTING raTING KIT Inches OD NuMbEr Dr-18 Dr-14 wEIGhT psi psi 4 4.80 PV04 150 200 7.8 6 6.90 PV06 150 200 11.8 8 9.05 PV08 150 200 14.8 10 11.10 PV10 150 200 20.1 12 13.20 PV12 150 200 21.6 DIMENsIONs sIZE wEIGhT a b C D E Inches Pounds Outside Dia. Bolt Hole Inside Dia. OD Lip Gland Height 4 3.3 8.88 7.50 4.90 5.92 1.75 6 5.0 10.87 9.50 7.00 8.02 2.00 8 7.2 13.13 11.75 9.15 10.17 2.25 10 10.2 15.38 14.00 11.20 12.22 2.25 12 11.0 17.63 16.25 13.30 14.32 2.25 14 17.2 20.13 18.75 15.44 16.40 2.51 16 25.0 22.38 21.00 17.54 18.50 2.75 18 38.0 24.75 23.25 19.64 20.60 3.14 20 46.0 27.00 25.50 21.74 22.70 3.20 24 64.0 31.50 30.00 25.94 26.90 3.57 MJ FIELD LOK™ Gland (See illustration below.) 500 W. Eldorado St. P.O. Box 671 Decatur, IL 62522 1-800-871-2194 support@uspvh.com www.uspvh.com Form 12472-7/06-1M-1 Fire Department Connection, 90 Degree Pattern Description The 90 Degree Fire Department Connection is Underwriters’ Laboratories listed and Factory Mutual Approved. Manufactured from solid brass* components to increase service life. The single clapper design features brass* clapper and brass seats within a cast brass body. The 2 1/2” swivels are pin lug design for ease of use and compatibility with local ﬁ re service districts. Swivel gaskets are included. Installation Installation of the Fire Depart- ment Connection is achieved with readily available job site tools. Prior to installa- tion make sure the proper identiﬁ cation sign has been installed on the nipple. Coat male threads of 4” IPS nipple liberally with a suitable pipe thread sealant such as Pipeﬁ t®. Tighten FDC one full turn past hand tight. Make sure FDC is aligned accord- ing to requirements. DO NOT OVER TIGHTEN. OVERTIGHTENING MAY CAUSE SEVERE STRETCH- ING AND POSSIBLE CRACKING OF THE OF THE FDC BODY. Speciﬁ cations Size: 4” IPS Inlet (2) 2 1/2” Swivel Outlets Type: 90 Degree Pattern Material: Brass* *Swivels: NST 3.0686 x 7.5T CF 2.9900 x 7.5T BCT 3.0000 x 8 TP NYFD 3.0300 x 8 TP QST 3.0310 x 7 TP CIN-new 3.0580 x 6 TP PHX 3.0620 x 6 TP TEM 3.0750 x 6 TP CLV 3.0780 x 8 TP CIN-old 3.0930 x 6 TP ONT 3.1250 x 5 TP DET 3.1250 x 7.5T NovaSco 3.2300 x 5 TP Dayton 3.2340 x 6 TP Richmon 3.3120 x 8 TP Raleigh 3.3400 x 6 TP Approvals: UL Listed 300psi FM Approved 300psi ©1995-2010 Fire Protection Products, Inc (FPPI) rev071410 Fire Protection Products, Inc 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 For questions: 1 800 344-1822 • 1 800 344-3775 fax • www.fppi.com *Contains lead. Not for use in water systems intended for human consump- tion. 350 psi Resilient Wedge Gate Valves Meets AWWA, UL Listed/FM Approved Certified to ANSI/NSF 61, ANSI/NSF 372 Mueller® 350 psi Resilient Wedge A-2361 Gate Valves Sizes 3"-12" Triple O-rings and dirt seal A dirt seal at the top keeps out debris. Two O-rings above the stem thrust collar bearing area isolate it from ground contaminants, and one below isolates it from the waterway. The two upper O-rings and the dirt seal can easily be replaced in the line while the valve is under pressure in the fully open position. Forged bronze stem and thrust collar This time-tested Mueller design has two thrust washers and has repeatedly proven its superior strength over cast stems. O-ring Provides a superior bonnet seal. Bronze stem nut The nut is electrically isolated from the iron in the wedge for corrosion resistance. The nut is held tightly in place to resist stem binding. Polymer wedge guide bearing caps Provides a bearing surface between the encapsulated wedge and the interior epoxy coating, lowering operating torque and extending the service life of the valve. Oversized, full port opening, smooth waterway The bottom of the waterway has no grooves or recesses to collect sediment or debris and compromise the seal. It accommodates full-sized shell cutters with ample clearance during tapping operations. Mueller PRO-GARD® epoxy coating system The superior fusion-bonded (thermosetting) powder epoxy covers the interior and exterior with a thickness of 10 mils nominal. The powder epoxy coating fully complies with ANSI/AWWA Standard C550. Integral legs Flats cast in the bottom of the valve body let the valve stand upright in storage or during installation. Available end connections FL x FL, MJ x FL, MJ x MJ, SL x SL, and FL x SL. 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 10 12 11 9 9 TRIPLE LISTED Valve complies with ANSI/AWWA C509 (3”) ANSI/AWWA C515 (4”-12”) Listed by Underwriters Laboratory Inc. and ULC Approved by Factory Mutual Corp. § Forged bronze stem and thrust collar manufacturing process Bronze bar stock Bar stock is cut to length Integrated lift lugs The A-2361 resilient wedge gate valves also feature dual-purpose lifting lugs. The ductile iron lugs provide stability and alignment for the valve box. They instantly align the valve box (up to 8" valve size) and eliminate the need for a valve box adaptor (standard 7-1/2" I.D.). The lugs can accommodate straps or hooks, providing the contractor with options for lifting and installing while increasing site safety and ease of installation. 10 T-head bolt retention On all A-2361 resilient wedge gate valves with MJ flange connections, Mueller has designed a nesting area for T-head bolts to prevent rotation during pipe installation. This unique feature improves site safety, speeds installation, eliminates the need for special anti-rotation bolts, and results in a water-tight connection. 11 Self-activating wedge seal The shape of the iron wedge casting and the elastomeric encapsulation are specifically designed to provide positive stop, without overstressing the elastomer or epoxy lining. The maximum operating torque at 350 psi is comparable to current values at 250 psi. 12 Stem is electrically heated and thrust together to create the thrust collar Stem threads and thrust collar are robotically machined and sorted § Other Innovative Mueller Products Mueller® Super Centurion 350™ Hydrant • 350 psig (2400 kPa/24 Barg) working pressure, 700 psig (4800 kPa/48 Barg) test pressure • Sealed oil reservoir with automatic pressure lubrication • Entire hydrant - epoxy coating inside and out inhibits corrosion • Convenient, reversible main valve doubles service life • Efficient hydraulic design provides maximum flow • Certified to ANSI/NSF 61, ANSI/NSF 372 • 10-year limited warranty Mueller Co. LLC 633 Chestnut St., Suite 1200 Chattanooga, TN 37450 www.muellercompany.com moreinfo@muellercompany.com Copyright © 2017 Mueller Co., LLC. All Rights Reserved. The trademarks, logos and service marks displayed in this document herein are the property of Mueller Co., LLC, its affiliates or other third parties. Products above marked with a section symbol ( § ) are subject to patents or patent applications. For details, visit www.mwppat.com. These products are intended for use in potable water applications. Please contact your Mueller Sales or Customer Service Representative concerning any other application(s). Toll Free: 1.800.423.1323 Canada: 1.705.719.9965 International: 1.423.490.9555 Form 12937 - Rev 7/17 Our Products Mueller Co. has built its reputation on producing innovative water distribution products of superior quality – a reputation that is literally “on the line” every day throughout the world. Mueller Co. products and those of its affiliates are used throughout the water system from the source to the consumer. We are committed to continuing research and development of new products and services to meet the growing needs of the water infrastructure industry. Mueller Co. is the largest and only full-line supplier of potable water distribution products in North America and its markets continue to expand globally. Our People The capacity to deliver the widest array of products and stand behind those products to ensure your satisfaction is our strength. The success of Mueller Co. is dependent upon the success of those who are involved, both inside and outside our company. Therefore, we feel our future is wholly dependent on long-term relationships with our employees, customers and suppliers. This is why we strive to be proactive and responsive to their needs, always looking for a “better way”. It’s an approach that has set us apart since 1857 and will assure our mutual achievement and prosperity in the future. For more information about Mueller Co. or to view our full line of water products, please visit www.muellercompany.com or call Mueller Customer Service at 1.800.423.1323. Follow Us: 13 2 1 SEE DETAIL A � 5 C3 12 10 16 0 25) (17 DETAIL A SCALE 4.000 H • E REVISED PAINT SPEC TO ERS -0075 Z D REMOVED NOTE C ADD PART NUMBERS TO CHART B ADD PAINT SPEC 0 A REMOVE ITEM #26 REV. DESCRIPTION 21 TITLE TO AND OWNERSHIP OF THIS ENGINEERING DATA REMAINS IN MUELLER Co. NO USE IS TO BE MADE OF THIS DATA EXCEPT 23 AS SPECIFICALLY AUTHORIZED BY MUELLER Co. ASSENT ON THE 14 PART OF THE RECIPIENT TO THESE CONDITIONS IS PRESUMED. F-05.563 20 SECTION A -A UL 789 LISTED AND FM 1110 APPROVED. POST INDICATOR PAINT SPEC: WRENCH: One coat of black primer .5-1.5 mils from the HMC Dip Line and one coat of Polane SP (Mueller Red) 2-3 mils. 290145 CENTER BARREL/UPPER BARREL: One coat of neutra orange primer 2-3 mils and one coat of Polane SP (Mueller Red) 2-3 mils. P209 BELL: One coat of black primer .5-1.5 mils from HMC Dip Line. 290154 P217 POST HEAD & COVER: One coat of black primer .5-1.5 mils from the HMC Dip Line all surfaces inside and out and one coat of Polane SP (Mueller Red) 2-3 mils on exterior. 5 ANC 1 16-24-14 MRG 6-22-12 ANC 7-22-11 ANC 7-12-11 ANC 6-24-11 REF. DRFr'R CHK'R APP I DATE 17E J 22 X4.800 C18 0 ITEM No. PART NO. CAT. PART NO. DESCRIPTION MATERIAL MATERIAL STANDARD 1 290145 P206 SHUT TARGET PLASTIC MEL 2 290144 P209 OPEN TARGET PLASTIC ZYTEL 3 290154 P217 COTTER PIN SHORT BRASS ASTM B21 4 290155 P218 COUPLING STEEL ASTM A500 GR.B 5 290154 P219 COTTER PIN LONG BRASS ASTM B21 6 290157 P242 RETAINING RING STAINLESS STEEL AISI 302 7 290191 P244 HEX BOLT STEEL/ZINC PLATED ASTM A307 GR.A 8 148689 P273 BELL CAST IRON ASTM A126 CL.B 9 190939 P303 HEX NUT STEEL ZINC PLATED ASTM A563 GR.A 10 148691-1 P304 OPERATING NUT DUCTILE IRON ASTM A536 GR.65-45-12 11 290143 P305 CAP POLYPROPYLENE 12 190330 P307 SPRING' PIN STAINLESS STEEL AISI 420 13 148634 P308 THREADED SLEEVE PLASTIC MEL 14 148633 P309 UPPER STEM STEEL ASTM A513 15 198582 P315 PIPE PLUG — HEX SOCKET STEEL 16 148692 P316 POST HEAD CAST IRON ASTM A126 CL.B 17 148790 P317 WINDOW MOLDED PLASTIC 18 190560 P322 HEX HEAD SCREW STEEL ZINK PLATED ASTM A307 GR.A 19 148760 P323 LOWER BARREL PVC DR14 UL LISTED 20 147307 P324 UPPER BARREL STEEL ASTM A53 GR.B 21 148690-1 P325 WRENCH DUCTILE IRON ASTM A536 GR. 5-45-12 22 290137 P326 LOWER STEM STEEL ASTM A500 GR.B 23 198428 P329 SOCKET HEAD SET SCREW STEEL ANSI 818.3 24 290156 P350 COUPLING INSERT STEEL ASTM A500 GR.B 25 290164 P352 SHIPPING DISC * PRESS BOARD CATALOG NUMBER A20806-1044LWA SHOWN * ITEMS NOT SHOWN A/C (MILLIMETER) TOLERANCES — MACHINING INCH UNLESS OTHERWISE NOTED INITIAL RELEASE BREAK EDGES FINISH SURFACES DRFT'R SMC 9/26/03 MACH. .006/.016 12 CHK'R � APP JMG 9/26/03 FRACTIONS DECIMALS ANGLES ±1/64 2 PL ±.025 ±1° E.O. NUMBER 3 PL ±.010 MAT'L. DEscR. VERTICAL LMJ l5U ADJUSTABLE INDICATOR POST ASSEMBLY WITH PVC LOWER BARREL THIRD ANGLE PROJECTION REF. N0. SCALE 1:4 STK. NO. E A20806 SHEET 1 OF j