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KC001396 - SUB0064B - COR - Water Main Material Product Data Response
01 33 00-A - 1 Submittal/Transmittal Date Stamp Submittal No. _______________ Date _______________ Contract No. Resubmittal Previous Submittal No. ___________ Subcontractor or Supplier:____________________________________________________ This section to be completed by Contractor. This Section to Be Completed By the County Item No. P/C Spec. Paragraph Contractor’s Cat. or Dwg. No. Description of Item Copies Subm. Review Action Notes Contractor certifies to Review of Submittal, Verification of Field Measurements and Compliance with Contract Documents. Legend – Review Action Distribution: By (Print) Date 1 No exceptions taken Initial Review Completed 2 Note Markings By Date 3 Comments Attached – Confirm Remarks: 4 Comments Attached – Resubmit 5 Rejected Engineering Support Group □ King County □ □ □ □ □ 01 33 00-A - 2 Review of Contractors Information Comments Engineer’s review is for general conformance with the design concept and contract documents. Markings or comments shall not relieve the contractor from compliance with plans and specifications nor any requirements of the Contract Documents. The Contractor remains responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes, for techniques or assembly and for performing his work in a safe manner. Engineer’s Review Routing Initial Date No Exceptions Taken Note Markings Rejected Comments Attached Response Required of Contractor Construction Division Use Only Confirm Reviewed Copies To: Date Constr. Division Files Resident Engineer Contractor Proj. Eng. Resubmit □ □ □ □ □ □ RENTON SUB00 64A- Code 4 Comments Response 1) ASTM A252 Grade 3 Accepted, please resubmit with appropriate pipe information o Per 2/23/2026 coordination meeting – this should be good per EOR 2) Buy America Multiple product submittal are accepted; contractor to document installed equipment for as-build documentation for archiving purposes o Noted it 33 10 00 - 1 SECTION 33 10 00 WATER UTILITIES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies work that consists of constructing water mains 16 inches in diameter and smaller, water services, hydrants, and other water appurtenances in accordance with the Contract Drawings and Specifications. 1.02 SUBMITTALS A. Submit the following product data demonstrating compliance with the requirements of this Section for products and materials provided by the Contractor, and in accordance with the Contract Documents. 1. Water pipe, joints, and fittings. 2. Valves. 3. Imported foundation, pipe zone bedding, and trench backfill materials. 4. Hydrants and hydrant assemblies. 5. Meters and meter boxes. 6. Service Lines. 7. Backflow preventors. 8. Double detector check valves. 9. Castings. 10. Steel Casings 1.03 QUALITY ASSURANCE A. Meet the applicable construction and materials requirements specified in the TSS. PART 2 PRODUCTS 2.01 MATERIALS A. For all water mains 16 inches in diameter and smaller, water services, and other water appurtenances work within the jurisdiction of the Soos Creek Water and Sewer District, materials shall meet the requirements of the District. See Appendix N – Standard Plans: Miscellaneous Utilities. B. For all hydrant work within the jurisdiction of the Soos Creek Water and Sewer District, materials shall meet the requirements of the District. See Appendix N – Standard Plans: Miscellaneous Utilities. Rapid Ride Line Bus Rapid Improvements F-RU01 Renton Water Main Mtrls StacyWitbeck IIIIII/ sO URCg" III/////) • U)=D OdTR* ///) \ /// \|V \ | o P.O. Box 2727 Birmingham, AL 35202-2727 Telephone: 1-800-442-2347 Fax: 1-800-442-2348 E-mail: adipcs@american-usa.com WWW.AMERICAN-USA.COM AMERICAN Ductile Iron Pipe Product Submittal Package This is to certify materials furnished on this project by AMERICAN will comply with the ANSI/AWWA Standards listed below. Some components and other materials, including but not limited to various fittings, flanges, gaskets, fasteners, and bolts/nuts may be globally sourced and not of domestic manufacture. ANSI/AWWA Standards are the latest revisions as of this date. Pipe class and wall thickness may be higher than the specified project requirements in accordance with standard industry practice. Printed 5/1/2025 4:19:18 PM No cover information entered. Products Submitted in this Package Include: 1. Fastite Joint Pipe (pg.1)ANSI/AWWA C150/A21.5 2. Standard Cement Lining (pg.10)ANSI/AWWA C104/A21.4 3. Standard Asphaltic Coating (pg.13)ANSI/AWWA C151/A21.51 4. Fastite Gaskets (pg.15)ANSI/AWWA C111/A21.11 5. Special Thickness Class (pg.16)ANSI/AWWA C150/A21.5 AMERICAN DUCTILE IRON PIPE THE RIGHT WAY Submittal Package Page 1 2-6 AMERICAN Fastite® Joint PipeFor Water, Sewage or Other Liquids AMERICAN Fastite Joint Pipe in sizes 4”-64” for water, sewage or other liquids has the proven long-life and high-strength quali- ties inherent in pipe produced centrifugally in accordance with AWWA C151. In addition, this significant AMERICAN development, a dependable, single gasket, push-on type joint meeting the requirements of AWWA C111, af- fords the customer lower joint cost and time- saving advantages in installation. It provides exceptional strength and flexibility and has been widely accepted by engineers, contractors and utility officials since the 1950s. For added flexibility during construction, and for possible elimination of bends, a liberal 5° allowable deflection is standard in all sizes through 30”, offering 21” offset in a 20’ length of pipe. Lib- eral deflection can also be provided in larger diameter pipe with standard and Special Fastite Deflection Bells. The patented AMERICAN Fastite Joint embodies many advanced design features and is rated for a water working pressure of 350 psi. For specific conditions, ductile iron piping with this joint has been approved for much higher pressure conditions. The socket, which is scien- tifically designed with two gasket recesses and a dividing buttress, is manufactured to close tolerances so that the gasket is self-centered, securely confined, and firmly compressed for a permanent, tight, trouble-free joint. The Fastite joint seal, bubble-tight under vacuum and ex- ternal pressure, becomes even tighter with the application of internal pressure due to a spe- cially designed wedging surface in the socket. Fastite Joint Assembly The bell opening is slightly tapered to pro- vide easy entry of the pipe end; the flared sock- et design permits liberal joint deflection. The plain end of the pipe is tapered or rounded to facilitate entry into the bell and self-centering in the gasket. On pipe cut in the field, the plain end can be easily beveled and smoothed by the use of a portable grinding wheel or other suit- able apparatus. Methods of cutting ductile iron pipe are described in Section 3. A stripe is painted on the plain end of AMERICAN Fastite Joint Pipe to provide a vi- sual means of checking the joint alignment and to assure proper insertion. See page 2-10 for detailed assembly instructions. Fastite Gasket The Fastite Joint sealing component—a molded synthetic rubber ring gasket of two hardnesses, shaped to fit the configuration of the gasket socket—is manufactured per all requirements of ANSI/AWWA C111/A21.11 and under AMERICAN’s own rigid specifica- tions, assuring closely controlled dimensional and hardness properties. The smaller end of the gasket is of harder rubber, approximately 85 durometer hardness, which provides a strong shoulder for self-centering on the gasket but- tress, a permanent seal against cold flow, and protection from deterioration. The larger end of the gasket is of softer rubber, approximately 65 durometer hardness, providing ease of as- sembly and positive sealing. The design assures effective sealing at low or high pressures and in straight or deflected joint alignment. It also eliminates any concerns of infiltration or root intrusion, and assures positive sealing against negative pressure, thus preventing gasket “pullout” should a vacuum be created in the line. A taper on the inside of the gasket allows the entering pipe to locate and center on the hard section and along with a coated and DUCTILE IRON PIPE Submittal Package Page 2 2-7 subsequent assembly. The snug fit and the hard section of the gasket, in conjunction with the design of the buttress, act to restrain the gasket against dislodgment during assembly. Additional internal pressure results in increased tightness of the seal when pipe is either in straight alignment or deflected. Gaskets made of SBR (Styrene Butadiene Rubber) are standard. For information on gas- kets made of special types of rubber, for ap- plications involving air or liquid temperatures in excess of 150°F, or for chemical, hydrocarbon or other special service applications, and for installations in contaminated soils where per- meation through gaskets might be a concern, consult AMERICAN for recommendations. See Table 2-1. Fastite Lubricant AMERICAN Fastite Joint Lubricant is a non-toxic water soluble material imparting nei- ther taste nor odor to the conveyed water and is ANSI/NSF 61 approved. The lubricant is suitable for use in hot or cold weather and will adhere to wet or dry pipe. AMERICAN Fastite Joint Pipe can be assembled when submerged, though for such installation, special AMERICAN underwa- ter joint lubricant is recommended. See Table No. 2-5 for appropriate lubricant quantities. Fastite Joint Materials Standard joint materials include Fastite plain rubber gaskets and a sufficient supply of Fastite joint lubricant. Fastite pipes are most often readily joined with available excavating equipment; however, assembly tools can be supplied by AMERICAN on a loan basis with a nominal deposit which is refundable upon re- turn of tools in good condition. Coating and Lining AMERICAN Fastite Joint Pipe can be fur- nished asphaltic coated, cement lined, or with special coating or lining where required. See Section 11. Fastite Gaskets Table No. 2-1 Gaskets used with AMERICAN joints and not manufactured by an authorized AMERICAN gasket manufacturer invalidate any warranties for joints and gaskets. *AMERICAN reserves the right to furnish any Trade or Brand rubber for the chemical formulation specified.**Temperature is in reference to conveyed fluid. Lubricating oil in air can adversely affect SBR and EPDM performance. SBR, Nitrile and Neoprene are not recommended for hot air exposure in wastewater treatment systems. ***Viton® is a registered trademark of DuPont Dow Elastomers. Refer to Section 11 for temperature and service capabilities of pipe linings.Refer higher temperatures or other special requirements to AMERICAN for recommendations regarding suitable gasket material. †This gasket rubber is chemically resistant in the non-potable water uses shown but is not as resistant to permeation in potable water applications as FKM. All Fastite gaskets made from the materials in the above table are suitable for use with water containing normal concentrations of chloramine. Where increased resistance to chloramine is desired, neoprene or fluoroelastomer materials should be considered. Common Name or Trade Name* Plain Rubber Plain Rubber(conductive) EPDM Neoprene NitrileBuna–N FluoroelastomerFluorelViton®*** Chemical Name Styrene ButadieneCopolymer(SBR) Styrene ButadieneCopolymer(SBR) Ethylene Propylene Diene Monomer Polychloroprene(CR) AcrylonitrileButadiene(NBR) FKM Common Uses Fresh Water, Salt Water,Sanitary Sewage Electrical continuity for thawingof Service Water and Sewage Water, Sewage, Ketones,Dilute Acids and Alkalies,Vegetable Oil, Alcohols, Air Fresh Water, Sewage Non–Aromatic Hydrocarbons,Petroleum Oil, Hydraulic Fluids,Fuel Oil, Fats, Oil, Grease† Aromatic Hydrocarbons, Gasoline,Refined Petroleum Products, mostChemicals and Solvents, High Temp.,Air (Least permeable of all availableFastite gasket rubbers) Maximum Service Temperature** Water & Sewer Air 150°F 150°F 212°F 200°F 150°F 212°F 150°F 150°F 200°F 180°F 150°F 300°F oDUCTILE IRON PIPE Submittal Package Page 3 2-8 AMERICAN Fastite® Jointfor Ductile Iron PipeANSI/AWWA C111/A21.11Standard Dimensions Table No. 2-2 Sizein. Dimensions in InchesNominalLaying Lengthft. AOutside Diameter DDepth of Socket F*Bell O.D. 4 20 4.80 3.31 6.40 6 20 6.90 3.38 8.60 8 20 9.05 3.75 10.96 10 20 11.10 3.75 13.12 12 20 13.20 3.75 15.22 14 20 15.30 5.23 17.61 16 20 17.40 5.23 19.74 18 20 19.50 5.50 22.16 20 20 21.60 5.50 24.28 24 20 25.80 5.50 28.50 30 20 32.00 6.50 34.95 36 20 38.30 6.50 41.37 42 20 44.50 7.50 48.27 48 20 50.80 8.00 54.71 54 20 57.56 8.50 61.65 60 20 61.61 8.75 65.80 64 20 65.67 9.00 70.04 *Dimensions subject to change at our option. Check AMERICAN if exact dimensions required. See Section 3 for additional information on ductile iron pipe.See Sections 4 and 7 for information on Fastite fittings. / J A ) 2 2 D LAYING LENGTH , F* A ! DUCTILE IRON PIPE Submittal Package Page 4 54 20 12 3° 380 17 4° 285 24 20 21 5° 230 – – – 12 20 21 5° 230 – – – 2-9 XOffset per Nominal Length in. Y Deflection Angle Radius of Curve*ft. XOffset perNominalLength in. YDeflectionAngle Radius of Curve*ft. AMERICAN Fastite® Joint Pipe Allowable Joint Deflection Table No. 2-3 Table No. 2-4 Sizein. Nominal Laying Lengthft. Maximum Recommended Deflection† Standard Bell Special Deflection Bell 14 20 21 5° 230 – – – 16 20 21 5° 230 – – – 18 20 21 5° 230 – – – 10 20 21 5° 230 – – – 14 20 21 5° 230 – – – 16 20 21 5° 230 – – – 18 20 21 5° 230 – – – 20 20 21 5° 230 – – – 30 20 21 5° 230 – – – 36 20 17 4° 285 21 5° 230 42 20 12 3° 380 21 5° 230 48 20 12 3° 380 17 4° 285 60 20 12 3° 380 17 4° 285 64 20 12 3° 380 17 4° 285 *Approximate radius of curve produced by a succession of nominal lengths of pipe fully deflected.†Special Deflection Bells must be specifically ordered and will be marked with white bell face for easy identification. For easiest assembly, the joints should be assembled with the pipe in reasonably straight alignment. After joint assembly, the pipe may be deflected up to the maximum shown above. Offset distances are based on 20-ft lengths. Maximum Allowable Separation D/t Sizein.S Separationin. 4 3/8 6 9/16 8 3/4 10 15/16 12 11/8 14 15/16 16 11/2 18 15/8 20 17/8 24 21/4 30 23/4 36 25/8 42 21/4 48 21/2 54 27/8 60 31/8 64 33/8 Maximum Allowable Separation, “S”, in Standard Bell pipe is approximately equal to the median pipe diameter in inches times the sine of the deflection angle. This is provided for information only and should not be used to determine precise joint deflection. / Y A 1 IS I R inal20NoTUnginLaying I -Y R = Radius of Curve (ft.) Y = Deflection Angle (degrees) Radius of Curve DUCTILE IRON PIPE Nominal Laying Length 2 x Tangent (Y+2) A X_$ Submittal Package Page 5 2-10 AMERICAN Fastite® Joint Pipe Assembly Instructions The AMERICAN Fastite Joint is a push- on type joint meeting all the rigorous require- ments of AWWA C111. The ANSI/AWWA C600 Standard covers in detail the installation of ductile iron water mains, including assem- bly instructions for push-on joint pipe. Field-cutting of AMERICAN Ductile Iron Pipe can be easily performed, thus eliminating the necessity for factory-made special lengths of Fastite pipe. The plain end of Fastite pipe cut in the field requires little or no preparation for assembly into the socket of a mechanical joint fitting. Where a cut pipe is to be assem- bled into a Fastite socket, the required bevel- ing or rounding of the plain end can be easily accomplished by the use of a portable grind- ing wheel or other suitable apparatus. Meth- ods of cutting ductile iron pipe are described in Section 3. The AMERICAN Fastite Joint requires only one joint component, the rubber gas- ket*, which when properly installed, fits snugly in the gasket recess in the bell socket. A special lubricant supplied with the pipe is applied to the plain end and the inside surface of the gasket before assembly. The pipe end is tapered or rounded to provide self-centering of the plain end in the gasket and ease of as- sembly. A circumferential stripe on the plain end provides a visual indication for checking the proper insertion of the joint. The stripe, shown in the photographs illustrating assem- bly methods, passes fully into the bell when the plain end is fully inserted into the socket with the two lengths of pipe in straight align- ment. Joints can then be safely deflected up to the extent shown in Table No. 2-3. In de- flected joints, the stripe will typically be visible to some extent after assembly. Easier assembly is effected if the pipe is suspended an inch or so off the bottom of the trench during the jointing operation. The following instructions should be fol- lowed in order to properly assemble the joints and to fully realize the maximum speed and ease of assembly of the Fastite Joint: 1. Clean socket and plain end thorough- ly, removing mud, gravel, or any other matter that might cause the front of the gasket to protrude into the path of the entering spigot. 2. Insert gasket fully into the gasket re- cess of the socket, large end of the gasket entering first. Gasket may be installed with one or two V-shaped folds as shown (Photo 1). After the gasket is in place at the bottom, the top of the gasket is positioned fully into the gasket recess. Gaskets and lubricant to be installed in very cold weather should be warmed first (as by storage in a heated equip- ment cab or pick-up, etc.) for optimum as- sembly. 3. Apply a thin film of regular AMERI- CAN Fastite Joint Lubricant to the rounded or tapered spigot end of the pipe, the immediate outside pipe surface between the stripe and the nose of the pipe (Photo 2), and also to the inside surface of the gasket. Special AMERI- CAN Fastite Joint Lubricant intended specifi- cally for underwater or very wet installations can be supplied when requested. Photo 1 Photo 2 *Gaskets not used immediately should be stored in a cool location, out of direct sunlight. oJ M ~ i 5 ■ ■?*__ DUCTILE IRON PIPE sones - ssadisesosHd Beg ors ' ... .u- 4 - = “ s ; Submittal Package Page 6 Caution: If a spigot end contacts the ground or trench side after lubrication, any adhering dirt or rocks should be cleaned off and the area re-lubricated prior to assembly. 4. Insert the plain end in the socket. For optimum assembly it is preferable that the entering pipe be in reasonably straight align- ment; however, the Fastite Joint may be as- sembled if necessary with the pipe deflected within its rated deflection. (Exception: If Fast- Grip gaskets are being used, straight align- ment must be maintained.) Push the plain end into the socket using any of the appli- cable assembly methods described hereinaf- ter. If the joint cannot be assembled with a moderate force, remove the pipe and check for the cause of the difficulty, such as im- proper positioning of gasket, insufficient or wrong type lubricant, dirt under or behind the gasket, dirt adhering to the pipe, or any other cause which would result in obstruction or increased friction between pipe end and gasket surface. For assurance of proper as- sembly, a thin automotive, blade-type feeler gauge can also be used if desired for quick and easy probe confirmation of correctly in- stalled axial gasket position around the joint. 5. “Backwards” installation. AMERI- CAN does not recommend “backward lay- ing” (bells assembled over spigots, rather than spigots inserted into bells as pictured in this literature) of large-diameter ductile iron pipe in buried installations. AMERICAN can furnish bell and plain end fittings to minimize the need for backward pipe laying. Other de- vices such as sleeves and couplings may also be employed for this reason. However, if this condition cannot be avoided, we strongly recommend that installers contact AMERI- CAN for instructions on how to reduce the potential for problems that could occur when assembling pipe in this manner. AMERICAN Pipe Assembly Mechanisms In general, Fastite joints or other Fas- tite gasketed pipes may be readily pushed or pulled together without the need for compli- cated tools or substantial manpower. This is most often accomplished with the procedures discussed on page 2-14. In general, the joints of AMERICAN push-on pipes are purposefully “tight,” and most joints require an assembly force of about 100 to 200 pounds or more of assembly force per inch of pipe diameter (i.e. a 12” joint might require about 12 x 100 or 1,200 pounds of assembly force). In pulling operations, simply wrap a sound wire rope choker cable or nylon sling around the barrel of the entering pipe. Se- cure the thimble eye or other end loop of the choker to a suitably anchored pulling device (e.g. backhoe, come-along, etc.). Use the mechanism to pull the cable taut in the assembly direction (Photo 3). Continue pull- ing the cable in a smooth, continuous motion until the joint is in the fully assembled posi- tion. If desired for special conditions, AMERI- CAN can furnish suitable, simple come-alongs and choker cables for manpower assembly of Photo 3 2-11 / mass DUCTILE IRON PIPE Submittal Package Page 7 2-12 most 4”-24” pipes (See Figure 1 and specify pipe sizes involved). The joints may normally be disassembled in a similar manner, reversing the direction of the pull with the choker cable (Photo 4). It is also sometimes helpful to use rebating or wig- gling deflection to aid in the disassembly of push-on joint pipes, particularly when pipes have been installed for some time prior to re- moval. 30”-64” Pipe Large pipes are most often readily pushed or pulled together with heavy exca- vating/earthmoving equipment available on- site (see page 2-14). In cases where assembly of pipes by manpower is desired, AMERICAN can provide special assembly tools and rigging which can be used for assembling most pipes of all sizes (Photo 5). These tools consist of a heavy-duty roller chain hoist, a steel pipe-end hook and snatch block, and associated wire rope and chain tackle (Photo 5) to attach all the rigging together to effect “double line” assembly from the top of the pipe (Photo 6). The snatch block pulley and twin line rigging approximately doubles the assembly force from the strong come-along, making possible the assembly of up to 64” full-length pipe joints from the top of the pipe (Photo 7). Fittings and Short Pipes Push-on fitting or short pipe joint assembly is basically the same as that of standard length pipe, though special rigging may be necessary to hold these short items reasonably stable for assembly. See also Push-On Fittings Assembly Instructions in Section 4. Field Rounding Occasionally, field rounding of pipe ends may be necessary to accomplish assembly, particularly when large-diameter pipes are cut to be assembled into mechanical joints or couplings. Need for rounding in assembly of mechanical or stuffing-box-type joints can be predetermined by a difficulty in sliding the gland or end ring over the end of the pipe. Rounding may be accomplished in the fol- lowing manner using a mechanical jack and shaped blocks. (Note: This procedure may also be used with the assemblies involving push-on joint pipe, fittings, valves, etc.; how- ever, rounding is less frequently necessary for assembly of push-on joints.) Figure 1 Photo 4 Photo 6 Photo 7 Photo 5 n 6 2) de i 7 DUCTILE IRON PIPE t i !ll& - Submittal Package Page 8 2-13 1. Measure/determine the minimum (minor) diameter of the ends to be rounded. 2. Place the jack and the shaped blocks in line with the minor diameter as shown in the attached sketch using a sound 4”x4” spacer timber cut square to the required length to take up the space. 3. Apply a load carefully with the jack only until the “minimum diameter equals the maximum diameter,” or until the gland will easily slip over the end. No more jacking should be attempted or necessary - DO NOT ATTEMPT TO PERMANENTLY ROUND END. 4. When no mechanical joint restraint device is used, carefully relax and remove the jack and timbers from the pipe after joint assembly. 5. When using a mechanical joint restraint device not manufactured by AMERICAN, contact the applicable manufacturer of the restraint device regarding installation guidelines. Note: Field rounding operations should be conducted without backfill on any part of large-diameter pipes and prior to encasing any part of pipe in concrete. If the inside of the pipe cannot be accessed to remove jack- ing materials, pipe ends can alternatively be rounded using external clamping means. AMERICAN Fastite® Joint Lubricant Requirement by Size of Pipe 64” AMERICAN Fastite Joint pipe being installed in a wastewater application. Table No. 2-5 Pipe Sizein. Approx. Pounds of Lubricant per Joint Approx. No. of Joints per Pound of Lubricant 14 .03 33 16 .045 22 18 .06 17 10 .07 14 12 .08 12 14 .09 11 16 .11 19 18 .12 18 20 .14 17 24 .17 16 30 .30 13 36 .36 13 42 .44 12 48 .50 12 54 .59 12 60 .66 11 64 .71 11 SHAPED BLOCK truck or other source.A SHAPED BLOCK e s " 4 , 2 t - % DUCTILE IRON PIPE ‘Aus 3 ?4"x4" timber cut to desired length. Use any suitable timber available from dunnage on car. - , J —ha: Submittal Package Page 9 2-14 AMERICAN Fastite® Joint Common Assembly Methods In seeking ways to take even greater advantage of the cost-reducing features of the Fastite Joint, utility contractors have developed other methods of assembling this joint without special tools. The following methods are described for the information of the user, who may elect to use them at his discretion, keeping in mind that these methods may not be effective for all installations and under all field conditions. Spade or Crowbar Method This is applicable to the smaller sizes of AMERICAN Fastite Joint Pipe, and con- sists of centering the lubricated end of the entering pipe in the gasket and then push- ing against the bell face of the entering pipe with a spade or crowbar driven into the ground in front of the bell face. This method requires the trench bottom to be fairly firm soil. The method may not be ef- fective in a rocky trench or with a trench that is soft, muddy or sandy. A wooden block between the bell face and the pry bar may increase the leverage. Easier assembly is effected if the pipe is suspended an inch or so off the bottom of the trench. Backhoe and Heavy Equipment Methods These methods are usually applicable to the intermediate and larger sizes of AMERICAN Fastite Joint Pipe where the bar method might not be effective. It con- sists of centering the end of the entering pipe in the gasket as the pipe to be assem- bled is suspended from the backhoe. Then it can be pulled into the adjoining socket with the pipe sling by moving the backhoe arm toward the previously assembled pipe. In other instances, the pipe may be assem- bled by placing the backhoe or other earth mover bucket or blade against the bell face of the entering pipe and pushing it into the socket. When pushing against the bell face, care should be taken to avoid very small contact areas and possible damage to the pipe bells or spigots. Wood cushions be- tween the backhoe bucket and the pipe are particularly effective in preventing damage. Spade or Crowbar Method Backhoe and Heavy Equipment Methods 01 40N / DUCTILE IRON PIPE / Submittal Package Page 10 AMERICAN Linings for Pipe and Fittings Cement-mortar lining for ductile ironpipe and ductile and gray iron fittings for water service is in accordance with ANSI/AWWA C104/A21.4. Cement-lined pipe is also furnished forsome sewage service and a number of otherapplications. In fact, most pipe furnished iscement lined, providing improved flow characteristics and the required protectionagainst internal corrosion. The cement lining is satisfactory for temperatures up to 212°F. If asphaltic seal coat is furnished, the lining is only adequate for temperatures up to 150°F. For other services contact AMERICAN regarding temperature limitations of cement lining. The first recorded installation of cement-lined gray iron pipe was in 1922 at Charleston, S.C. This lining was developedby the Charleston Commission of Public Works in cooperation with American Cast Iron Pipe Company. Since this beginning, AMERICAN has furnished most of its pipewith cement lining. The lining is applied centrifugally with the speed of rotation designed to produce a smooth waterway surface, minimal voids, yet retaining enough moisture for proper curing. AMERICAN cement-lined pipe and fittings are listed by ANSI/NSF Standard 61 for potable water contact. Flow tests on cement-lined pipe undervarying service conditions have establishedthat the Hazen-Williams flow coefficient remains as expected at about 140, and flowtests on cement-lined, large-diameter AMERICAN Ductile Iron pipe have confirmed flow coefficients much higher than 140. Handling Cement-Lined Pipe andFittings Pipe and fittings with cement lining should be handled with rubber-covered hooks or other type equipment to prevent damage to the cement lining. Bare forklift arms or bare hooks should not be inserted into open ends. Characteristics of Cement LiningAWWA C104 allows for surface crazing and cracks of a specified nature and magnitude.Occasionally cracks and looseness in linings may occur prior to installation, particularlywhere pipe is stored for a considerable time. Many years’ experience with cementlinedpipe and fittings has verified that this condition is not detrimental to the perfor- 11-1 The principal standard covering cement lining is ANSI/AWWA C104/A21.4. This and other standards are referenced throughout this Section either by the full ANSI/AWWA designation or by only the AWWA numbering, such as AWWA C104. Cement Lining Along with technical and metallurgicaladvancement in piping materials, research on lining requirements for pipe and fittings has resulted in the development of linings to meet many different service requirements. AMERICAN offers several types of linings, the most common being cement lining.Pipe and fittings furnished by AMERICANare offered unlined or with linings as follows: 1. Cement Lined per AWWA C104. 2. Asphaltic Lined per AWWA C110, C115 or C151. 3. Fusion-Bonded Epoxy (for 4”-16”Fastite fittings) per AWWAA C116. 4. Special Lining - for unusual service conditions oDUCTILE IRON PIPE Submittal Package Page 11 mance and effectiveness of the lining. When a cement-lined pipe is placed in service and filled with water, two reactions begin immediately. The first is a gradual elimination of the temperature differential between pipe and lining, thus eliminating any stresses in the lining due to this condition. Secondly, the lining begins to absorb water into the pores of the cement and into the capillary channels of the calcium silicate gel. The water absorption causes the lining to swell, restoring it to intimate contact with the pipe wall and virtually closing any cracks present in the lining. This swelling process is relatively slow, taking up to several weeks for the lining to be restored to its maximum volume. This process has been demonstrated on a number of occasions to the satisfaction of customers, contractors and engineers by immersing a pipe or fitting in water for one or two weeks. After a period of exposure to water, not only does the lining tighten against the pipe wall and the cracks close, but finally the surfaces of the cracks actually re-bond. This occurs by a process called autogenous healing. This phenomenon, long recognized by the cement industry, has been documented by laboratory tests to occur in cement-lined ductile pipe. In one test, a 48” ductile iron pipe with severely cracked cement lining was held half full of water for several months. At the end of that period, the lining both above and below the water surface was found to be tight, with all cracks either healed completely or sealed by the formation of calcium carbonate. Field inspections of lines that have been in service for many years have verified the laboratory results; cement linings do tighten and heal in service and provide the corrosion protection to the pipe and the high flow coefficients for which they were designed. Field Repair of Damaged Cement Linings Cement lining will withstand normal handling; nevertheless, pipe or fittings may be found at times to have damaged linings which need to be repaired before placing in service. AWWA C104 provides that damaged lining may be repaired, and the following repair procedure is recommended: 1. Cut out the damaged lining to the metal. Square the edges. 2. Thoroughly wet the cut-out area and adjoining lining. 3. With the damaged area cleaned and the adjoining lining wet, spread the mortar (see recommended mix below) evenly over the area to be patched. (See Table No. 11-1, next page, for lining thicknesses.) After the lining has become firm and adheres well to the surface, finish it with a wet 3” or 4” paint brush or similar soft bristle brush. 4. The repaired lining should be kept moist by tying canvas, wet burlap, or other wrap over the ends of the pipe or fitting for at least 24 hours. As an alternative the repaired lining may be seal coated with a cut back type of asphaltic seal coating. This must be sprayed or brushed on within five to 30 minutes after lining. To maintain NSF certification, patch must be made using a NSF certified cement for 4” pipe and larger, or the patch must be topcoated with NSF certified asphalt paint. Recommended Cement Mix Cement mix by volume: 3 parts of sand, 2 parts cement. Precautions 1. Mortar for lining should not be used after it has been mixed for more than one hour. 2. Too rapid a loss of moisture from fresh linings due to hot weather or high wind will prevent proper cure, resulting in the lining being soft and powdery. To prevent this loss of moisture, (a) do not line hot castings and (b) close the ends of the castings with wet burlap. 3. Fresh linings that become frozen will not be serviceable. Avoid lining in freezing weather. 11-2 O:DUCTILE IRON PIPE Submittal Package Page 12 11-3 Table No. 11-1 Sizein. NominalPipe Lengthft.MinimumThicknessin. WeightPer Footlb WeightPer Lengthlb MinimumThicknessin. WeightPer Footlb WeightPer NominalLength lb 14 18 1/16 11.87 117 1/8 11.71 1131 16 20 1/16 11.30 126 1/8 12.57 1151 18 20 1/16 11.74 135 1/8 13.45 1169 10 20 1/16 12.15 143 1/8 14.28 1186 12 20 1/16 12.57 151 1/8 15.12 1102 14 20 3/32 14.49 190 3/16 18.93 1179 16 20 3/32 15.13 103 3/16 10.19 1204 18 20 3/32 15.76 115 3/16 11.47 1229 20 20 3/32 16.40 128 3/16 12.73 1255 24 20 3/32 17.68 154 3/16 15.31 1306 30 20 1/8 12.76 255 1/4 25.42 1508 36 20 1/8 15.31 306 1/4 30.51 1610 42 20 1/8 17.82 356 1/4 35.53 1711 48 20 1/8 20.35 407 1/4 40.60 1812 54 20 1/8 22.89 458 1/4 45.68 1914 60 20 1/8 24.71 494 1/4 49.32 1986 64 20 1/8 26.35 527 1/4 52.61 1052 Cement LiningANSI/AWWA C104/A21.4Thicknesses and Weights Standard Thickness Double Thickness Weights are based on the minimum lining thicknesses for minimum pressure classes of Fastite ductile iron pipe.Actual lengths and weights may differ from above. Linings may taper at the ends. AMERICAN recommends the use of standard thickness cement lining per AWWA C104 for all normal installations. This 64” Ductile Iron Fastite Joint water transmission main was furnished with standard cement lining for continuing high flow performance. . Yt-¥FF..w $ .er '/.sSf 7M ' \ I t :di ! 6. J11 || i , / 7 DUCTILE IRON PIPE ■ ir-, w J thy y .—e 7) ■ / har das egrel Submittal Package Page 13 11-5 Several different types of exterior primers for pipe and fittings are available from AMERICAN. Because of variables and complexities involved in the selection and application of a proper coating for a given service, AMERICAN invites inquiries for technical assistance. ASPHALTIC AMERICAN furnishes most pipe and fittings coated outside with an asphaltic coating approximately one mil thick per AWWA C151 for ductile iron pipe, AWWA C115 for flanged pipe and AWWA C110 and C153 for fittings. All across the United States ductile iron and gray iron pipe and fittings with this standard coating have provided trouble-free service for decades. Unless otherwise specified, an asphaltic coating is applied to the outside of all pipe and fittings manufactured by AMERICAN. The asphaltic coating works in conjuction with manufacturing annealing scale to provide a barrier to corrosion. If soils are deemed to be corrosive to ductile iron pipe when evaluated in accordance with the Design Decision ModelTM (DDMTM*) or Appendix A of AWWA C105, zinc coating with or without V-Bio polyethylene wrap should be used. Asphaltic coating is not compatible with most top coats. See the following alternative coating and primer recommendations. PHENOLIC ALKYD PRIMER This is a fast-drying, lead- and chromate-free, corrosion-resistant primer formulated to accept a wide variety of topcoats. It is well suited for applications where the generic topcoats are unknown but its service is limited to atmospheric exposure. Refer to AMERICAN Alkyd-Phenolic Primer. NOTE: NOT RECOMMENDED FOR IMMERSION. MUST ALLOW UP TO 30 DAYS OF CURING BEFORE TOPCOATING WITH CERTAIN COATINGS. EPOXY PRIMER This is a high-solids, chemical- and corrosion-resistant coating for protection against abrasion, moisture, corrosive fumes, chemical attack and immersion. This 30” AMERICAN Ductile Iron Fastite joint treated-water transmission main was furnished and installed—as is most ductile iron pipe—with standard asphaltic coating approximately one mil thick on the outside. AMERICAN Coatings and Primersfor Pipe and Fittings *DDMTM (Design Decision ModelTM) developed jointly by Corrpro Companies, Inc., and the Ductile Iron Pipe Research Association. See american–usa.com, dipra.org or corrpro.com for details. DUCTILE IRON PIPE s y .' H • 1 gg. vrds " Submittal Package Page 14 11-6 High-build properties provide outstanding corrosion protection with fewer coats, particularly on edges. Such high solids, high film-build epoxies are compatible with most catalyzed finish coats. Typical (field) finish coatings include: epoxies (amine, polyamide, polyamidoamine, water-borne, coal-tar) and polyurethane. Refer to AMERICAN Polyamidoamine Epoxy Primer. NOTE: AFTER 60 DAYS OF CURING, THIS PRIMER SHOULD BE UNIFORMLY SCARIFIED BY BRUSH-BLASTING WITH FINE ABRASIVE BEFORE TOPCOATING. OTHER SPECIAL COATINGS AMERICAN can also furnish other special exterior coating systems. Contact AMERICAN for technical assistance in the selection of special exterior coating systems, lead times and costs. See pages 11-9 through 11-11 for additional information related to metallic zinc coating. UNCOATED PIPE Because some customer applications may require piping or fittings that have no coating applied to the exterior, AMERICAN furnishes, when specified at time of purchase, any of its products without exterior coatings. NOTE: AMERICAN also has the ability to furnish other primers, but this may affect price and availability. Alkyd-Phenolic Primer Interior/Exterior/Non-Immersion (Above Grade Only) • Single-coat thickness: 2.0-4.0 mils DFT (50-101 microns). • Typical Topcoats: alkyds, aluminums, epoxies, and urethanes. • Coating must be cured for 30 days before being overcoated with certain topcoats. • This primer is not recommended for immersion service. • This primer is compliant with NSF Standard 61 as an exterior surface coating only. Polyamidoamine Epoxy Primer Interior/Exterior/Immersion (Above and Below Grade) • Single-coat thickness: 3.0-8.0 mils DFT (76-203 microns). • Typical Topcoats: epoxies and urethanes. • This coating must be lightly blast cleaned before topcoating if it has not been exterior exposed for 60 days or longer. • This primer is compliant with ANSI/NSF Standard 61 for potable water contact for pipe, fittings, and valves when combined with approved topcoats. AMERICAN Cast Iron Pipe CompanyStandard O.D. Shop Primer Systems RECOMMENDED AND PREFERRED PRIMER O:DUCTILE IRON PIPE Submittal Package Page 16 3-20 AMERICAN Ductile Iron Pipe ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes *These are Special Thickness Classes as shown in AWWA C150 and C151. They were previously designated standard thickness classes. AMERICAN can furnish any thickness in between these Special Thicknesses if deemed economical for major projects. Special classes are most appropriately used for some threaded, grooved, or ball and socket pipes or for extraordinary design conditions, and they are generally less available than standard pressure class pipe. For pressure rating and maximum depth of cover capabilities of Special Thickness Classes, check AMERICAN. These capabilities can be estimated by comparing metal thickness and capabilities of those of Pressure Classes in Table No. 3-11, or may be calculated by using the design formulas shown in AWWA C150. Table No. 3-12 Size in. Outside Diameterin.50 51 52 53 54 55 56 SPECIAL THICKNESS CLASSES—Wall Thickness in Inches* 4 4.80 - .26 .29 .32 .35 .38 .41 6 6.90 .25 .28 .31 .34 .37 .40 .43 8 9.05 .27 .30 .33 .36 .39 .42 .45 10 11.10 .29 .32 .35 .38 .41 .44 .47 12 13.20 .31 .34 .37 .40 .43 .46 .49 14 15.30 .33 .36 .39 .42 .45 .48 .51 16 17.40 .34 .37 .40 .43 .46 .49 .52 18 19.50 .35 .38 .41 .44 .47 .50 .53 20 21.60 .36 .39 .42 .45 .48 .51 .54 24 25.80 .38 .41 .44 .47 .50 .53 .56 30 32.00 .39 .43 .47 .51 .55 .59 .63 36 38.30 .43 .48 .53 .58 .63 .68 .73 42 44.50 .47 .53 .59 .65 .71 .77 .83 48 50.80 .51 .58 .65 .72 .79 .86 .93 54 57.56 .57 .65 .73 .81 .89 .97 1.05 DUCTILE IRON PIPE I POLYWRAP (Polyethylene Encasement Tubing) TECHNICAL SPECIFICATIONS For over 40 years, Polyethylene Encasement Tubing has proven to be an effective method of protecting ductile iron pipe from corrosion. Tests have shown that when loose polyethlene encasement is installed on pipe, it provides an economical means of corrosion protection. • Polyethlene Film prevents contact between pipe and the surrounding soil. (Not meant to be an air or water tight encasement). • Multi-Colored polywrap. Comes in Black, Clear, Purple, Blue or Green. • Available Perforated every 20' or 22' for both 18' and 20' pipe joints or non-perforated for field versatility. • Applicable performance specification: Meets ANSI/AWWA C105/A21.5-10 and ASTM D4976 and NT4112-10 • Christy's Polywrap is for use on metal piping systems for identification and corrosion protection. It can also be used on PVC pipe for identification purposes such as Reclaimed/Recycled water. • Meets ANSI/AWWA C105/A21.5-10 and ASTM D4976 and NT4112-10 • Diameters available to cover 6" through 42" pipe • WARNING message repeats every 18-24 inches. Varies with size. • Printed with current AWWA C105 and ANSI A21.5 specifications • Manufactured from virgin polyethylene material 8 mil minimum, group 2, linear low density. • Minimum Tensile Strength: 3600 PSI (24.8 MPa-ASTM D882) • Minimum Elongation: 800% (ASTM 882) • Minimum Dielectric Strength: 800 V/mil (ASTM D149) • Minimum Impact Resistance: 600g (ASTM D1709 Method B) • Propagation Tear Resistance: 2550 gf (ASTM D 1922) • Thickness: Minimum of 0.008 in. (8 mils) • Colors Available: Black, Clear, Purple, Green, Blue. T. Christy Enterprises, Inc. 655 E. Ball Rd. • Anaheim, CA 92805 Tel: (714) 507-3300 • Fax: (714) 507-3310 www.TChristy.com • 800-BLU-GLUE LIT-4034 Pipe Diameter Polywrap Size Through 6"16" Polywrap Through 8"20" Polywrap Through 10"24" Polywrap Through 12"27" Polywrap *Larger sizes available upon request PHYSICAL PROPERTIES Through 14"30" Polywrap Through 16"34" Polywrap Through 18"37" Polywrap Through 20"-24"54" Polywrap Through 30"67" Polywrap Through 36"84" Polywrap Through 42"84" Polywrap MADE IN USA Christy's® 2lCId REAFAI! IMAMMY "mranul CP HITSMHMC STUTTS ABLIWWI i ■JI LLLFEftPET’5 MSsEMM ML-LLCF HFOLH r WPHH: MRMSC FEMRIMD G-HETTS A( ML-UM --------------.Fi IHRAAHT " ■ui. IDF "" TUJOH F‘ . n‘ T.^rr WM7 Mrg / WMF, “PW, tooneSaas m COFACSC"? FERAEMID Product Specifications Distributed Exclusively by Ferguson and Wolseley Canada© 2012 Ferguson Enterprises, Inc. 13334 09/12 PiPe wraP taPe PSPwt110 Product Features • Used for industrial identification, color coding and pipe wrap purposes • Suitable use at not more than 140° F (60° C) • Pipe wrapping tape is moisture resistant • Adheres to metal and plastic • Non-corrosive pressure-sensitive adhesive • Does not require heat, moisture or other manner of preparation to apply • No known hazards • Approved for above or below ground use as a rust preventer and UV inhibitor • Approved for use on all types of pipe including gas and oil pipe Model Numbers PSPWT110 1 x 100 10 mil pipe wrap PSPWT210 2 x 100 10 mil pipe wrap PSPWT210Y 2 x 100 10 mil pipe wrap, yellow PSPWT220 2 x 100 20 mil pipe wrap PSPWT410 4 x 100 10 mil pipe wrap PSPWT410Y 4 x 100 10 mil pipe wrap, yellow application NO PRIMER REQUIRED. Surface preparation: Steel surfaces should be cleaned of rust and other contaminants by wire brushing, blasting or other methods. Pipe surface should be free of frost and moisture. Pipe heated by welding should be allowed to cool to 120° F to 140° F. Wrap is applied by spiral wrapping with a minimall overlap so no pipe is exposed. Tension in wrapping should be enough to obtain conformability to the surface being coated. Backfilling: No delay is necessary. Backfilling may be done immediately after wrapping. technical Performance (Applies to PSPWT110, PSPWT210, PSPWT410, PSPWT210Y, PSPWT410Y) (Applies to PSPWT220) warranty and Codes This product meets MIL. SPEC.T27730A. It is recommended that the buyer determine the suitability through for his own best purpose. DeSCriPtiON UNitS VaLUe teSt MetHOD Tape thickness mm/mils 0.25 / 10 ASTM D-1000 Adhesion to steel kg/cm , oz/in 0.23 / 20 ASTM D-1000 Adhesion to backing kg/cm , oz/in 0.23 / 20 ASTM D-1000 Elongation at break %200 ASTM D-1000 Tensile strength kg/cm , lbs/in 4.6 / 25.7 ASTM D-1000 Dielectric strength volts/mil 1250 ASTM D-1000 DeSCriPtiON UNitS VaLUe teSt MetHOD Tape thickness mm/mils 0.50 / 20 ASTM D-1000 Adhesion to steel kg/cm , oz/in 0.23 / 20 ASTM D-1000 Adhesion to backing kg/cm , oz/in 0.23 / 20 ASTM D-1000 Elongation at break %250 ASTM D-1000 Tensile strength kg/cm , lbs/in 8 / 44.7 ASTM D-1000 ( PROSELECT TM AMERICAN-USA.COM 1-800-442-2347 AMERICAN has been in the business of bright ideas for over 110 years. The bright yellow Amarillo Fast-Grip gasket is just the latest example of a water works innovation that benefits our customers and the public. Designed to the same specifications as the previous generation of Fast-Grips, the Amarillo model gives you added confidence that you’ve selected the proper gasket for the Fastite bell, that the gasket seated properly during installation and that it’s an AMERICAN product – made in America, The Right Way. EOE/Minority/Female/Veteran/Disability > >DUCTILE IRON PIPE FLOW CONTROL INTERNATIONAL SPIRALWELD PIPE STEEL PIPE AMERICAN Amarillo Fast-Grip gaskets are the latest innovation in an already proven, field-adaptable method of restraining 4” – 30” ductile iron pipe. AMERICAN Amarillo Fast-Grip Gaskets It’s More Than Just A Color – It’s Confidence atw >on' K ue£westsa ■A w w e A) (A) (A)(A)ASTGRIP FAST-GR- . —T"A) ( FAST-GRIP A A FAST-GRIP FAST-GRIP VA A* FAST-GRIP FAST-GRIP FAST-GRIP k AMERICAN♦FAST-GRIP FAST-GRIP A) FAST-GRIP DUCTILE IRON PIPEgA A THE RIGHT WAY Duis are s. 2c:snrf-5 lai33 W i h Tlmnir"== ( 9 0 . ■ - y. ■■ ,2) ‘ (as., yotier _,’srr h ‘, CEN se. vettheud (900"I fa h s a “ wossssal d wetregoc e Ls 1-800-442-2347 A Specification for Amarillo Fast-Grip Gaskets On Ductile Iron Pipe Four-inch through 30-inch restrained joints shall be AMERICAN Amarillo Fast- Grip gasket and joint restraining system. Pressure ratings shall be 350 psi for 4-inch through 18-inch; 250 psi for 20- inch through 24-inch; and 150 psi for 30-inch, but in no case shall the joint be considered rated at a higher pressure than the pipe of which it is a part. Joint deflection shall be 5 degrees for 4-inch through 12-inch; 4 degrees for 14-inch; 3 degrees for 16-inch through 24-inch; and 2.5 degrees for 30-inch. Gaskets shall meet applicable requirements of AWWA/ANSI C111/A21.11, shall be styrene butadiene rubber (SBR), and shall be ANSI/NSF Standard 61 certified for contact with potable water. Gaskets shall be yellow in color, and the yellow color shall be consistent throughout the entire cross section of the gasket. The yellow color shall not be attained by surface coating; it shall be inherent within the rubber. Restraining gaskets shall be manufactured in the United States. AMERICAN(A THE RIGHT WAY A. SMART Sase.certified;■ . & "A 8 . AMERICAN DUCTILE IRON PIPE AMERICAN Ductile Iron Pipe - AMERICAN Flow Control - AMERICAN SpiralWeld Pipe - AMERICAN Steel Pipe - AMERICAN Castings - International Sales P.O Box 2727 - Birmingham, Alabama 35202-2727 - american-usa.com Ductile Iron Pipe. The only pressure pipe to be fu “A : ,4. ’ A - PA W ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 1 REV2001 MECHANICALJOINT DIMENSIONS NOM. SIZE A DIA.B C DIA. D DIA. F DIA. J DIA.K1 DIA. K2 DIA.L M S Ø X DIA.BOLTS SIZE NO. 2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0.62 0.36 28º ¾ ⅝ x 3 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 28º ¾ ⅝ x 3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 28º ⅞ ¾ x 3 ½ 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 28º ⅞ ¾ x 3 ½ 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 28º ⅞ ¾ x 3 ½ 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 28º ⅞ ¾ x 3 ½ 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 28º ⅞ ¾ x 3 ½ 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 28º ⅞ ¾ x 4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 28º ⅞ ¾ x 4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 0.68 28º ⅞ ¾ x 4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 0.69 28º ⅞ ¾ x 4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 0.75 28º ⅞ ¾ x 4 ½ 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 20º 1 ⅛ 1 x 5 ½ 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 20º 1 ⅛ 1 x 5 ½ 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 20º 1 ⅜ 1 ¼ x 6 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20º 1 ⅜ 1 ¼ x 6 32 54 57.56 4.00 58.82 59.02 57.73 63.20 65.70 65.70 1.88 2.00 1.50 20º 1 ⅜ 1 ¼ x 6 ½ 36 60 61.61 4.00 62.87 63.07 61.78 67.72 70.22 70.22 1.88 2.00 1.55 20º 1 ⅜ 1 ¼ x 6 ½ 36 64 65.67 4.00 66.96 67.13 65.84 71.86 74.36 74.36 1.88 2.00 1.62 20º 1 ⅜ 1 ¼ x 6 ½ 38 MATERIAL: Ductile Iron per ASTM A536 PRESSURE: 350 PSI rating for 2" - 24" sizes, 250 PSI rating for 30" - 48" sizes and 150 PSI rating for 54" - 64" sizes TESTING: In accordance with ANSI/AWWA C153/A21.53, ANSI/AWWA C111/A21.11, UL and FM requirements LAYING LENGTH: In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) DEFLECTION: 2"- 4"=8° | 6"=7° | 8"-12"=5° | 14"-16"=3 ½° | 18"-24"=3° | 30"-64"=2° WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating FLANGES: Flanged ends on fittings match ANSI/AWWA C115/A21.15 and ANSI B16.1 class 125 flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4 -- size 2" - 3" single thickness and sizes 4" - 64" double thickness COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 and referenced in ANSI/AWWA C153/A21.53 GASKETS: SBR in accordance with ANSI/AWWA C111/A21.11 T-BOLTS/NUTS:Low alloy steel in accordance with ANSI/AWWA C111/A21.11 APPROVALS:3" - 12" UL/ULC Listed | 2" and greater are UL/ANSI/NSF Standards 61 and 372 | 3" - 16" FM APPROVED. Please consult factory for detail listing and approvals. DIMENSIONS: All dimensions are in inches unless noted otherwise. INSTALLATION: Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/C905 Domestic Ductile Iron MJ Compact Fittings ANSI/AWWA C153/A21.53 Submittal L K1 X J D F Ø 2"-24" = 0.31 in. 30"-64" = 0.38 in.B 2° S M K2 7° 0.12 in.C0.75 in.A MEMBER SUBMITTAL INFORMATION PROJECT NAME: ENGINEER: CONTRACTOR: SPEC. SECTION: LINING OPTIONS (Please check one):COATING OPTIONS (Please check one):SIZE RANGE (Please specify): Standard: Cement-lined and asphalt seal coat per ANSI/AWWA C104/A21.4 and UL/NSF-61 Optional: FBE (Fusion Bonded Epoxy) per ANSI/ AWWA C116/A21.16 and UL/NSF-61 - ID & OD Only Optional: P401 (Protecto 401) Ceramic Epoxy - sewer applications only. Not NSF-61 Optional: Other (specify) __________________ Standard: Asphaltic seal coat per ANSI/AWWA C104/A21.4 Optional: FBE (Fusion Bonded Epoxy) per ANSI/ AWWA C116/A21.16 and UL/NSF-61 - ID & OD Only Optional: Other (specify) ________________ Size Range _____________________________ GENERAL SPECIFICATIONS 4 4 N® AWWA WATER QUALITY Z77 (7722 FM APPROVED- I A ®TUVRheinland STAR®PIPE PRODUCTS II □ □ Certified toISO 9001:2015 oss 23U ‐ ANSI/AWWA C153/A21.53 Mechanical Joint Compact Ductile Iron Fittings Revised 4/2018 DOMESTIC NON‐DOMESTIC Tyler Union Waterworks – Call Center Information Anniston: (800) 226-7601 Corona: (866) 527-8471 Tyler: (800) 527-8478 SUBMITTAL: C153 MECHANICAL JOINT PRODUCT (Current revisions for the noted Standards apply) SIZES:2” ‐ 64” (2” not included in ANSI/AWWA C153 standard) STANDARDS: ANSI/AWWA C153/A21.53, NFPA13/24, 3”‐16” UL and 3”‐10” FM listed & approved (File ‐ Tyler Union) MATERIAL: Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings rated at 250 psi. Mechanical joints 2” – 24” rated at 350 psi and 30” – 48” at 250 psi. *Note: With rubber annular ring flange gasket, 2” – 24” Flanged fittings can be rated at 350 psi. Note: Wyes over 12” are not pressure rated. Contact Tyler Union for rating in your application. DEFLECTION: Joint deflection 5° max for 2”– 12” and 3° max for 14”– 48”. Reduces by 50% at nominal pipe & fitting diameters NSF‐61 & NSF372: Meets all requirements including Annex G, Tyler Union’s Underwriters Laboratory listing MH16439. ASPHALT COATING: Per ANSI/AWWA C104/A21.4 and ANSI/AWWA C153/A21.53. CEMENT LINING: Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FASTNERS: High strength low alloy weathering steel per ANSI/AWWA C111/A21.11 and ASTM A242 INSTALLATION: Install per AWWA C600/C651 using pipe conforming to ANSI/AWWA C151/A21.51 or AWWA C900/905. ® M B L .31 888N 4V------X S1[2°o T, 72 ByAa.WZMZZZZZAMZZZAZZAXAAAHOSRH1 T0.75 K2 J D C A K1F0.12 NOMINAL JOINT DIMENSIONS IN INCHES K’ Dia.B Hub C Dia. D Dia. F Dia.L S T X Qty.Size A Dia. Inches DI Pipe Depth GLAND Available on Request Available on Request Available on Request K2 Dia. GLAND J Dia. GLAND 1-3/8 1-1/4X6-1/2 1-3/8 1-1/4X6-1/2 3/4 3/4 7/8 7/8 7/8 7/8 7/87/8 7/8 7/8 7/8 7/8 1-1/8 1-1/8 2.50 2.50 2.50 2.50 2.50 2.50 2.50 3.50 3.50 3.50 3.50 3.50 4.50 4.50 4.50 4.50 2.61 4.06 4.90 7.00 9.15 2.51 3.96 4.80 6.90 9.05 11.10 13.20 15.30 17.40 19.50 21.60 25.80 32.00 38.30 44.50 50.80 12.34 11.20 14.44 13.30 16.54 15.44 18.64 17.54 20.74 19.64 22.84 21.74 27.04 25.94 33.46 32.17 39.76 38.47 45.96 44.67 52.26 50.97 M GLAND 0.30 0.33 0.34 0.36 0.38 0.40 0.42 0.47 0.50 0.54 0.57 0.61 0.66 0.74 0.82 0.90 3.50 4.84 5.92 8.02 10.17 12.22 14.32 16.40 18.50 20.60 22.70 26.90 33.29 39.59 45.79 52.09 0.36 0.39 0.39 0.43 0.45 0.47 0.49 0.55 0.58 0.68 0.69 0.75 0.82 1.00 1.25 1.35 6.19 7.62 9.06 11.06 13.31 15.62 17.88 20.31 22.56 24.83 27.08 31.58 39.12 46.00 53.12 60.00 4.75 6.19 7.50 9.50 11.75 14.00 16.25 18.75 21.00 23.25 25.50 30.00 36.88 43.75 50.62 57.50 6.89 7.69 9.12 11.12 13.37 15.62 17.88 20.25 22.50 24.75 27.00 31.50 39.12 46.00 53.12 60.00 0.58 0.58 0.60 0.63 0.66 0.70 0.73 0.79 0.85 1.00 1.02 1.02 1.31 1.45 1.45 1.45 5/8x3 5/8x3 3/4x3-1/2 3/4X3-1/2 3/4x4 3/4x4 3/4x4 3/4x4-1/2 3/4x4-1/2 3/4x4-1/2 3/4x4-1/2 3/4x5 1x6 1x6 0.62 0.62 0.75 0.88 1.00 1.00 1.00 1.25 1.31 1.38 1.44 1.56 2.00 2.00 2.00 2.00 3.60 4.94 6.02 8.12 10.27 2 4 4 6 6 8 8 10 12 12 14 16 20 24 28 32 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60 64 TYLER UNION Quality Waterworks Products BOLTS Size ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 1 REV2001 Submittal O.D. T B.C. SIZE MATERIAL: Ductile iron per ASTM A536 PRESSURE: 250 PSI ratiing for 1” - 48” sizes and 150 PSI rating for 54” - 64” TESTING: In accordance with ANSI/AWWA C110/A21.10, UL and FM requirements LAYING LENGTH: 2” - 48” sizes in accordance with ANSI/AWWA C110/A21.10 and ANSI B16.1 and 54” - 64” sizes in accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coatings DRILLING: In accordance with ANSI/AWWA C110/A21.10, ANSI/AWWA C153/A21.53 and ANSI B16.1 Class 125 Flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4 -- sizes 1”- 3” single thickness and sizes 4”- 64” double thickness COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and Tnemec Pota Pox 140N-1211 outside APPROVALS: 2” - 12” Underwriters Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating. Please consult factory for detail listing and approvals. 2” and greater are UL/NSF-61. DIMENSIONS: All dimensions are in inches unless noted otherwise. INSTALLATION: Per ANSI/AWWA C110 and C111 GENERAL SPECIFICATIONS Domestic Ductile Iron Flanged Fittings ANSI/AWWA C110/A21.10 APPROVED MEMBER LINING OPTIONS (Please check one):COATING OPTIONS (Please check one):SIZE RANGE (Please specify): Standard: Cement-lined and asphalt seal coat per ANSI/AWWA C104/A21.4 and UL/NSF-61 Optional: FBE (Fusion Bonded Epoxy) per ANSI/ AWWA C116/A21.16 and UL/NSF-61 - ID & OD Only Optional: P401 (Protecto 401) Ceramic Epoxy - sewer applications only. Not NSF-61 Optional: Other (specify) __________________ Standard: Tnemec Pota Pox 140N-1211 (Red) Optional: Asphaltic seal coat per ANSI/AWWA C104/A21.4 Optional: FBE (Fusion Bonded Epoxy) per ANSI/ AWWA C116/A21.16 and UL/NSF-61 - ID & OD Only Optional: Other (specify) ________________ Size Range _____________________________ SUBMITTAL INFORMATION PROJECT NAME: ENGINEER: CONTRACTOR: SPEC. SECTION: FLANGE DETAILS NOM. SIZE O.D.B.C.T BOLT HOLEDIA. BOLTS SIZE NO. 1 4.25 3.12 0.44 0.62 ½ x 2 4 1 ½5.00 3.88 0.56 0.62 ½ x 2 4 2 6.00 4.75 0.62 0.75 ⅝ x 2 ¼4 2 ½7.00 5.50 0.69 0.75 ⅝ x 2 ½4 3 7.50 6.00 0.75 0.75 ⅝ x 2 ½4 4 9.00 7.50 0.94 0.75 ⅝ x 3 8 5 10.00 8.50 0.94 0.88 ¾ x 3 8 6 11.00 9.50 1.00 0.88 ¾ x 3 ½8 8 13.50 11.75 1.12 0.88 ¾ x 3 ½8 10 16.00 14.25 1.19 1.00 ⅞ x 4 12 12 19.00 17.00 1.25 1.00 ⅞ x 4 12 14 21.00 18.75 1.38 1.13 1 x 4 ½12 16 23.50 21.25 1.44 1.13 1 x 4 ½16 18 25.00 22.75 1.56 1.25 1 ⅛ x 5 16 20 27.50 25.00 1.69 1.25 1 ⅛ x 5 20 24 32.00 29.50 1.88 1.38 1 ¼ x 5 ½20 30 38.75 36.00 2.12 1.38 1 ¼ x 6 ½28 36 46.00 42.75 2.38 1.63 1 ½ x 7 32 42 53.00 49.50 2.62 1.63 1 ½ x 7 ½36 48 59.50 56.00 2.75 1.63 1 ½ x 8 44 54 66.25 62.75 3.00 2.00 1 ¾ x 8 ½44 60 73.00 69.25 3.12 2.00 1 ¾ x 9 52 64 80.00 76.00 3.38 2.00 1 ¾ x 9 52 I ) N® AWWA FM O o WATER QUALITY O O O O A ®TUVRheinland STAR®PIPE PRODUCTS Certified toISO 9001:2015 ..SSIA, S.o 28U ‐ ANSI/AWWA C110/A21.10 Class 125 Flange Joint Full Body Ductile Iron Fittings Revised 4/2018 DOMESTIC NON‐DOMESTIC SUBMITTAL: C110 FLANGE JOINT CLASS 125 PRODUCT (Current revisions for the noted Standards apply) SIZES:2” ‐ 64” (Contact Tyler Union for 54” – 64” flange fitting information) STANDARDS: ANSI/AWWA C110/A21.10, NFPA 13/24, ASME B16.1, 3” ‐ 12” UL listed and FM approved MATERIAL: Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings *2” – 48” rated at 250 psi. 54” – 64” rated at 150psi. *Note: With rubber annular ring flange gasket, 2” – 24” flanged fittings can be rated at 350 psi. DEFLECTION: Deflection is “not” recommended for flange joint due to the rigidity of the joint. NSF‐61 & NSF372: Meets all requirements including Annex G, Tyler Union’s Underwriters Laboratory listing MH16439. COATING: Asphaltic or Primer per ANSI/AWWA C104/A21.4, Standard primer is Tnemec Pota Pox N140‐1211. Contact Tyler Union for additional coating options. CEMENT LINING: Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FLANGES: ANSI Class 125 per ASME B16.1 and ANSI/AWWA C111/A21.11. Bolt holes shall straddle the center line NOTE: Class 125 ASME B16.1 are not compatible with Class 250 Flanges NOTE: Class 250 ASME B16.1 fittings are available upon request. FASTNERS: High strength low alloy weathering steel per ANSI/AWWA C111/A21.11 and ASTM A242 INSTALLATION: Install per AWWA C600/C651 using pipe conforming to ANSI/AWWA C151/A21.51. X FLANGE DETAILS IN INCHES BOLTS Size Qty B.C. Q1216 dIQ O.D. .J I Bolt Hole Diameter Flange Thickness T Flange O.D. 0.750 0.750 0.750 0.875 0.875 1.000 1.000 1.125 1.125 1.250 1.250 1.375 1.375 1.625 1.625 1.625 6.00 7.50 9.00 11.00 13.50 16.00 19.00 21.00 23.50 25.00 27.50 32.00 38.75 46.00 53.00 59.50 Diameter DI Pipe 2.51 3.96 4.80 6.90 9.05 11.10 13.20 15.30 17.40 19.50 21.60 25.80 32.00 38.30 44.50 50.80 4 4 8 8 8 12 12 12 16 16 20 20 28 32 36 44 B.C. Diameter 4.75 6.00 7.50 9.50 11.75 14.25 17.00 18.75 21.25 22.75 25.00 29.50 36.00 42.75 49.50 56.00 5/8 x 2-1/4 5/8 x 2-1/4 5/8x3 3/4 x 3-1/2 3/4 x 3-1/2 7/8x4 7/8x4 1 x 4-1/2 1 x 4-1/2 1-1/8 x 5 1-1/8 x 5 1-1/4x 5-1/2 1-1/4 x 5-1/2 1-1/2 x 7 1-1/2 x 7-1/2 1-1/2 x 8 Size Inches 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60 64 0.62 0.75 0.94 1.00 1.12 1.19 1.25 1.38 1.44 1.56 1.69 1.88 2.12 2.38 2.62 2.75 Available on Request Available on Request Available on Request TYLER UNION Quality Waterworks Products MEGALUG® Series 1100 Mechanical Joint Restraint for Ductile Iron Pipe Features and Applications: •Sizes 3 inch through 60 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 •Minimum 2 to 1 Safety Factor •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 54 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 54 1154 700.2 0.5°250 60 1160 1,135.8 0.5°200 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 1125-P Copyright ©2025. EBAA Iron, Inc. All Rights Reserved. ..B.eB tun t i e ( e t arat I 1 3: S: EBBA IRON= MOVEMENT PR E S U R E O R E X T E R N A L F O R C E Max pressure Movementcauseswedges toincreasegrip Max movement Rated pressure Wedge movementbegins Normal operatingpressure 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 f )) if THE ORIGINAL PATENTED GRIPPING WEDGES Since 1964 EBAA Iron has responded 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-indicating 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 installation, 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 deflection.) 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. The 54” and 60” sizes are capable of 0.5 degree deflection. STEEL PIPE The 1100 Series MEGALUG can be used to restrain 3” - 8” SCH 40 or 80 steel pipe when joining to mechanical 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 ductile iron pipe diameters. The Series 1100 MEGALUG 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 Bulletin 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. 8 (9 “fA N/Y I - I____|| CliM -- 9. I D l — L ftY F. 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 60 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable requirements of ANSI/AWWA C110/A21.10. The devices shall have a working pressure rating of 350 psi for 3-16 inch, 250 psi for 18- 54 inch and 200 psi for the 60 inch. Ratings are for water pressure and must include a minimum safety factor of 2 to 1 in all sizes. All EBAA products intended for installation on ductile iron pipe are designed for and limited to use on ductile iron pipes that comply with the requirements of ANSI/AWWA C151/A21.51 and have a Brinell Hardness or equivalent measurement value that does not exceed 230BHN. These requirements apply to the entire pipe wall profile at all restraining wedge engagement points and to the full penetration depth of each restraining wedge. 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 Underwriter’s Laboratory (U.L.) Specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accordance 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 accessed via the identification number on the casting. These Material Traceability Records (MTR’s) are to be made available, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to accommodate 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 procedures per AWWA C600, while retaining full mechanical joint deflection during assembly 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 Underwriters 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 produced 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 pretreated 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.comSeries 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 14 Series 1100 Submittal Reference Drawing MADE IN USAEBAA IRON Nominal Pipe Size Series Number C D F M P*X J K2 Wedge QTY.Bolt (QTY.-Size) Weight (LBS.) Pressure Rating (PSI) 3 1103 4.84 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 - ⅝ x 3 6.1 350 4 1104 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 - ¾ x 3½7.7 350 6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 - ¾ x 3½11.9 350 8 1108 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 - ¾ x 4 14.8 350 10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 - ¾ x 4 23.9 350 12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 - ¾ x 4 31.2 350 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 -¾ x 4½48.5 350 16 1116 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 -¾ x 4½56.4 350 18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 -¾ x 4½63.1 250 20 1120 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 -¾ x 4½72.3 250 24 1124 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 -¾ x 5 133.1 250 30 1130 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 - 1 x 6 194.6 250 36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 - 1 x 6 234.0 250 42 1142 45.79 4.56 44.67 3.88 55.57 1.375 50.62 53.48 28 28 - 1¼ x 8½536.0 250 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 - 1¼ x 8½653.0 250 54 1154 58.82 4.56 57.73 3.88 66.40 1.375 63.20 66.33 36 36 - 1¼ x 9½700.3 250 60 1160 62.90 6.40 61.78 4.23 73.00 1.375 67.72 70.70 36 36 - 1¼ x 11 1,135.8 200 * With Twist-Off Nuts twisted off. NOTE: Dimensions are in inches (±1%) 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 60 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, 48 inch, 54 inch, and 60 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. A -— D--MI -0.75-0.75I I A I F I I p\I c — K2B J 0.125J 0.125C CFFI, I 11BI SECTION B-BSECTION A-A I I I I I A X _L REV2401 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTSHOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000www.starpipeproducts.com Page 1 Joint Restraint Submittal Form MEMBER Stargrip® series 3000 for Ductile Iron Pipe • Gland is made from high strength Ductile Iron per ASTM A536, Grade 65-45-12 and is compatible with all Mechanical Joints conforming to ANSI/AWWA C111/A21.11. •The Wedge Assembly is designed with a Break-Off Torque Control Head, ensuring proper installation. • The Stargrip® offers a full 5° deflection through 12" size, 3° on 14"-24", 2° on 30"-36", 1° on 42"-48" and 1/2° on 54" & 60". • Minimum safety factor of 2:1 • Stargrip® sizes 3"-36" are listed with Underwriters Laboratories Inc. and sizes 3"-12" are approved by Factory Mutual Research. • The Wedges are heat treated to a minimum of 370 BHN. • The Wedge Assembly is designed to fit specific pipe sizes. • Stargrip® eliminates tie rods and thrust blocks. • Standard gland color is Black. • Stargrip® may also be used on minimum SCH 40 steel pipe* up to 12" (*transition gasket required on 12" and under). For 14" and larger steel applications, contact Star Pipe. •Gland: Ductile Iron per ASTM A536, Grade 65-45-12 •Wedges: Ductile Iron per ASTM A536, Grade 65-45-12 heat treated to a minimum of 370 BHN ◆ Wedge Finish: Thermally cured fluoropolymer epoxy coating SUBMITTAL INFORMATION MATERIAL SPECIFICATIONS: FEATURES & ADVANTAGES PROJECT NAME: ENGINEER: CONTRACTOR: SPEC. SECTION: HARDWARE OPTIONS (Please check one): Standard: T-bolts are high strength low alloy steel manufactured in accordance with ANSI/AWWA C111/A21.11-00 Optional: T-bolts and nuts alloy SS 304 per ASTM F593 Optional: T-bolts and nuts alloy SS 316 per ASTM F593 Optional: T-bolts and nuts Fluoropolymer Star-Blue coated high strength low alloy steel manufactured in accordance with ANSI/AWWA C111/A21.11-00 GLAND FINISH OPTIONS (Please check one): COUNTRY OF ORIGIN OPTION (Please check one): Standard: alkyd enamel coating Optional: StarbondTM TGIC polyester powder coating applied by an electrostatic spray process Optional: Other (specify) _____________________________ Import Domestic - AIS Compliant Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Stargrip® series 3000 A STAR1 PIPE PRODUCTS (o) (c) NFM®TUVRhelnlandAWWAAPPROVED R Certified to ISO 9001:2015 Certified to ISO 9001:2015 ® ®TUVRheinland ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTSHOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000www.starpipeproducts.com Page 2 Joint Restraint Submittal Form REV2401 0.75 0.12 NOM.SIZE MAX PRESSURE RATING (PSI) A B C D E F F W/NUTS TWISTED OFF G NO. OF WEDGES NO. OF T-BOLTS APPROX WT. (LBS) 3 350 4.84 2.40 4.06 6.19 3/4 9.85 8.78 8.13 2 4 6 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 8 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 12 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.88 15.62 6 8 24 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 34 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 20.90 10 10 49 16 350 18.50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 56 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 59 20 250 22.70 2.67 21.74 25.50 7/8 28.56 27.00 27.50 14 14 75 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 139 30 250 33.29 3.49 32.17 36.88 1 1/8 40.12 38.62 39.12 20 20 199 36 250 39.59 3.49 38.47 43.75 1 1/8 46.42 44.92 46.00 24 24 232 42 250 45.79 5.15 44.75 50.62 1 3/8 54.86 53.32 53.12 28 28 400 48 250 52.09 5.15 51.05 57.50 1 3/8 61.16 59.62 60.00 32 32 488 54 20 58.87 5.00 57.90 63.20 1 3/8 68.33 66.30 66.00 36 36 581 60 200 62.92 5.00 61.95 67.72 1 3/8 72.38 70.35 70.52 36 36 636 STARGRIP® 3000 SPECIFICATIONS* TECHNICAL INFORMATION *All dimensions in inches except where indicated. Notes: Please check sizes: • Stargrip® Series 3000 restraints are designed for use on ductile iron pipe that meets all physical requirements of ANSI/AWWA C151/A21.51. The pipe must be fully annealed to assure primary carbides have been dissolved and pearlite has been converted to ferrite. Please contact Star Pipe Products for technical assistance. • Star High Pressure gaskets are provided with 54” - 60” Stargrip®. They are required on these sizes for maximum pressure rating listed above. • Stargrips® must be adequately wrapped or protected if they are covered by concrete to ensure that concrete does not enter the wedge pocket. • For applications exceeding the maximum pressure ratings listed, please contact Star Pipe Products for recommendations (see Tandem Stargrip®) • For applications with vertical offsets, please contact Star Pipe Products for technical assistance. • For applications on existing pipe, the pipe needs to be structurally sound and the surface needs to be relatively free of any corrosive by-products in order for the wedges to function properly. Please contact Star Pipe Products for technical assistance. •Sizes 42" - 60" require extra long 1 ¼" x 8 ½" T-bolts. Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Stargrip® series 3000 0E- D. J O I I P 1 ®TUVRheinland STAR1 PIPE PRODUCTS Certified to ISO 9001:2015 1 I I I I I ANSI/AWWA C153/A21.53 Mechanical Joint Compact Ductile Iron Glands Revised 6/2017 DOMESTIC NON‐DOMESTIC Tyler Union Waterworks – Call Center Information Anniston: (800) 226‐7601 Corona: (866) 527‐8471 Tyler: (800) 527‐8478 SUBMITTAL: C153 MECHANICAL JOINT GLANDS (Current revisions for the noted Standards apply) SIZES: 2” ‐ 64” (2” not included in ANSI/AWWA C153 standard) STANDARDS: ANSI/AWWA C153/A21.53, NFPA13/24, 3”‐12” UL and 3”‐12” FM listed & approved (File ‐ Tyler Union) MATERIAL: Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. DEFLECTION: Joint deflection 5° max for 2”– 12” and 3° max for 14”– 48”. Reduces by 50% at nominal pipe & fitting diameters NSF‐61 & NSF372: Meets all requirements including Annex G, Tyler Union’s Underwriters Laboratory listing MH16439. ASPHALT COATING: Per ANSI/AWWA C104/A21.4 and ANSI/AWWA C153/A21.53. EPOXY COATING: Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FASTNERS: High strength low alloy weathering steel per ANSI/AWWA C111/A21.11 and ASTM A242 INSTALLATION: Install per AWWA C600/C651 using pipe conforming to ANSI/AWWA C151/A21.51 or AWWA C900/905. ® M 1— X _1K2 c /\ EJ .750 NOMINAL JOINT DIMENSIONS IN INCHES DI Pipe C Dia.F Dia. Size Qty.X Available on Request Available on Request Available on Request 1-3/8 1-1/4X6-1/2 1-3/8 l-l/4x6-l/2 GLAND 4.84 5.92 8.02 10.17 12.22 14.32 16.40 18.50 20.60 22.70 26.90 33.29 39.59 45.79 52.09 4.06 4.90 7.00 9.15 11.20 13.30 15.44 17.54 19.64 21.74 25.94 32.17 38.47 44.67 50.97 5/8x3 3/4X3-1/2 3/4X3-1/2 3/4x4 3/4x4 3/4x4 3/4x4-l/2 3/4x4-l/2 3/4X4-1/2 3/4X4-1/2 3/4x5 1x6 1x6 J Dia. GLAND 6.19 7.50 9.50 11.75 14.00 16.25 18.75 21.00 23.25 25.50 30.00 36.88 43.75 50.62 57.50 K2 Dia. GLAND 7.69 9.12 11.12 13.37 15.62 17.88 20.25 22.50 24.75 27.00 31.50 39.12 46.00 53.12 60.00 M GLAND 0.62 0.75 0.88 1.00 1.00 1.00 1.25 1.31 1.38 1.44 1.56 2.00 2.00 2.00 2.00 3/4 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 1-1/8 1-1/8 Dia. 3.96 4.80 6.90 9.05 11.10 13.20 15.30 17.40 19.50 21.60 25.80 32.00 38.30 44.50 50.80 4 4 6 6 8 8 10 12 12 14 16 20 24 28 32 Size Inches 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60 64 TYLER UNION Quality Waterworks Products 6-21 AMERICAN Toruseal® Flange Gasket***Full Face — 1/8” Thickness *Pressure rating designated is maximum water working pressure and is based on the maximum rating of C110, C115 or C153 flanges. AMERICAN Toruseal® gaskets meet the description of “specially designed gaskets” shown in the appendices of AWWA C110, C111, and C115, and “special gaskets” shown in the body of AWWA C111. **Bolt torque applicable only to joints with Toruseal® gaskets.AMERICAN Toruseal® gaskets are normally black and furnished of SBR rubber per ANSI/AWWA C111/A21.11. This rubber compound is NSF 61 certified for contact with potable water and is otherwise physically superior to red rubber sometimes used with flanged joints. Other types of rubber are available on special order. Clean flange faces and faced pipe ends thoroughly prior to installation. Do not use joint or gasketcompounds with Toruseal® gaskets (assemble joints dry). In addition to normal flanged piping, AMERICAN Toruseal® gaskets are required for use with suspended joints in specially designed long–span installations (i.e., spans involving 2 or 3 lengths of pipe). See Section 7 for details. For use with standard flange bolts. Holes match AWWA C110, C111, and C115 flange drilling. They also match certain flange drilling classes of AWWA C207 and ANSI B16.1 and B16.42 flanges. ***AMERICAN Toruseal® gaskets 1/8” thick and are supplied with dual raised torus bulbs. Table No. 6-10 Pipe Sizein. PressureRating*psi Gasket Weightlb ApproximateBolt Torque**(ft.-lb) 14 350 0.3 100 16 350 0.3 150 18 350 0.5 150 10 350 0.6 200 12 350 .8 200 14 350 .9 250 16 350 1.1 250 18 350 1.1 300 20 350 1.3 300 24 350 1.6 400 30 250 2.1 400 36 250 2.7 500 42 250 3.5 500 48 250 4.0 500 54 250 4.3 600 60 250 6.4 600 64 250 9.1 600 ) 2/2222227222 DUCTILE IRON PIPE 3 _ 8-3 Bolts and Nuts Size, length and number of bolts and nuts are shown in Table Nos. 8-3 (Details and Accessories-AWWA C110 or C115 flange) and 8-11 (Details and Accessories-flange faced and drilled per ANSI B16.1 Class 250). Bolts are specified in ANSI B18.2.1 and nuts are specified in ANSI B18.2.2. Bolts and nuts of low-carbon steel conforming to ASTM A307 are specified in the Appendix of AWWA C110 and C115 for flanged pipe when rubber gaskets are used. Nuts of reg- ular or heavy hex design are used accord- ing to customer specifications. Also, per the Appendix of AWWA C110 and C115, high- strength bolts should not be used when a gray iron flange is involved in the connection. AMERICAN Toruseal® Flange Gasket The AMERICAN Toruseal® flange gasket is available for improved joint performance. It is vastly superior to co- ventional full-face or ring gaskets. Although recommended for all normal water and sewer service, it especially must be used in demanding services such as very large diam- eter flanged piping, specially designed long- span installations (i.e. spans involving 2 or 3 lengths of pipe) or with any underground flanges* that could be subjected to unde- sirable beam loading. Toruseal® gaskets are normally furnished of high-quality black, molded SBR rubber with required properties per ANSI/AWWA C111/A21.11. Standard Toruseal® SBR rubber gaskets are ANSI/NSF Standard 61 certified for contact with po- table water. Other type rubber is available on special order. AMERICAN Toruseal® gas- kets meet the description of “specially de- signed gaskets” shown in the appendices of AWWA C110, C111, and C115, and “special gaskets” shown in the body of AWWA C111. *As noted in the appendices of appropriate ANSI/AWWA stan�dards, the use of flanged joints underground is generally not recom�mended because of the rigidity of the joint. Gaskets AMERICAN Toruseal® gaskets are rec- ommended for AWWA standard flanged joints in normal water and sewage service. The ANSI B16.21 standard specifies the in- side of 3”-12” non-metallic full-face and ring gaskets to be greater (the same as standard steel pipe outside diameters) than nominal. Any flat gaskets used for ductile iron flanged pipe must have “nominal” in- side diameters as shown in the appendix of ANSI/AWWA C115/A21.15, not the larger inside diameters per ANSI B16.21. The larger I.D. gaskets per ANSI B16.21 are not recommended by AMERICAN. Table No. 8-2 NSF 61 certified Toruseal® Gasket AMERICAN Toruseal® Flange GasketFull–Face — Nominal 1/8” Thickness — Dual Raised Torus Bulbs Pipe Sizein. PressureRating*psi GasketWeightlbs Approx.Bolt Torque**ft.-lbs 14 350 0.3 100 16 350 0.3 150 18 350 0.5 150 10 350 0.6 200 12 350 0.8 200 14 350 0.9 250 16 350 1.1 250 18 350 1.1 300 20 350 1.3 300 Pipe Sizein. PressureRating*psi GasketWeightlbs Approx.Bolt Torque**ft.-lbs 24 350 1.6 400 30 250 2.1 400 36 250 2.7 500 42 250 3.5 500 48 250 4.0 500 54 250 4.3 600 60 250 6.4 600 64 250 9.1 600 – – – – Notes: *Pressure rating designated is maximum water working pressure and is based on the 350 psi allowable rating of 24” and smaller flanges in C111 and the 250 psi maximum rating of other sizes of C110 or C115 flanges. Contact AMERICAN on higher pressure or temperature requirements. **Bolt torque applicable only to flanged joints with Toruseal® gaskets. Clean flange faces and faced pipe ends thoroughly prior to installation. Do not use joint or gasket compounds with Toruseal® gaskets(assemble joints dry). For use with standard flange bolts. Holes match AWWA C110, C111, and C115 flange drilling. They also match certain flange drilling classes of AWWA C207 and ANSI B16.1 and B16.42 flanges. Toruseal® gaskets may be used with steel pipe flanges in the 14”–54” sizes in some cases. Check AMERICAN for details, or when connecting to any flange configured differently than flanges per AWWA C110 or C115. /DUCTILE IRON PIPE rt / A OO /\ BC OD TOP VIEW 0.125 SECTION VIEW ID OD BCPart NumberSIZE FAH02FFG 2.0002"6.000 4.750 0.750 4 0.163 50 212"FAH025FFG 2.500 7.000 5.500 0.750 4 0.219 350 75 FAH03FFG3"3.000 7.500 6.000 0.750 4 0.245 350 110 FAH04FFG4"4.000 9.000 7.500 0.750 8 0.327 350 110 0.875 8 3500.373 110 0.875 8 0.429 350 110 FAH08FFG8”8.000 13.500 11.750 0.875 8 0.604 350 110 FAHTOFFGTO 10.000 16.000 14.250 1.000 12 0.856 350 130 FAH12FFG 12.000 19.000 12 1.185 350 130 FAH14FFG TOW TOW 12 1.332 350 150 FAH16FFG16"16.000 23.500 21.250 1.125 16 1.586 350 160 18"FAH18FFG 18.000 25.000 22.750 1.250 16 1.611 350 180 FAH20FFG20'20.000 27.500 25.000 1.250 20 1.879 350 200 FAH24FFG 24.000 32.00024"29.500 1.375 20 2.352 350 220 FAH30FFG301 30.000 38.750 36.000 1.375 28 3.112 250 140 36"FAH36FFG 36.000 46.000 42.750 1.625 32 4.111 250 160 42"FAH42FFG 42.000 53.000 49.500 1.625 36 5.702 250 240 48"FAH48FFG 48.000 59.500 56.000 1.625 44 6.684 250 260 SPECIFICATIONS: - RELEASE SPP - 1687 2-19-18 JK SFMAS SYM DATE BY APPR REI.REVISIONS STAR PIPE PRODU CTS 4. PART No.5. FORM E-14 Rev. D i STAR* PIPE PRODUCTS i, Estimated Weight (lbs) FAH02-48FFG SUBMITTAL 10-000 11.000 8.500 9.500 Bolt Hole Diam. 1. 2. 3. i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i FAH05FFG FAH06FFG 5.000 6.000 17.000 TOW 1.000 1.125 5" 6” DATED 2-19-18DRAWN DWG.NO.A-7040 MATERIAL: VULCANIZED STYRENE BUTADIENE RUBBER (SBR) COLOR: BLACK COMPATIBILITY: STAR-TITE GASKETS ARE FOR USE WITH FLANGE DRILLING PER ANSI/AWWA C110/A21.10, ANSI/AWWA C111/A21.11, ANSI/AWWA C115/A21.15, ASME B16.1 CLASS 125 AND ASME B16.42 CLASS 150. STANDARD SBR GASKET SIZES 3" AND GREATER ARE UL/NSF STANDARD 61 APPROVED. DIMENSIONS ARE IN INCHES. No. of Holes Bolt Hole Diam. (N) Holes Bolt Torque (ft-lb) JK A FAH02-48FFG 2"-48" FULL FACE STAR-TITE GASKET 4018 WESTHOLLOW PARKWAY, HOUSTON, TX. 77082 PH. (281)558-3000 - FAX (281)558-9000 Maximum Pressure Rating _____ (psi)______ 350 12" 14- V \ \ r TRIPAC Submittal Builder - Selected Documents - Submittal Reference #: 12665 Bolts: ASTM A307 B (HEAVY HEX)-Double Washers TRIPAC Submittal Effective: 11/11/2025 Page: 1 Tel: 951-280-4488 E-mail: sales@tripacusa.com www.tripacusa.com TPIPAC HEAVY HEX BOLT GRADE B Low carbon steel 60,000 PSI Heavy Hex Nuts ASTM A563 (ASME B18.2.2) Double Washer ASTM F844-90 Chemical Requirements ●Carbon max 0.29 ●Manganese max 0.90 ●Phosphorous max 0.04 ●Sulfur max 0.05 Mechanical Requirements ●Hardness Brinell Min 121 Max 212 ●Hardness Rockwell Min 69 Max 95 ●Tensile strength (KSI)Min 60 Max 100 ●Elongation Min 18 IN 2in (50mm) Dimensional Data &Additional Information ●Unless otherwise specified,threads shall be the coarse thread series as specified in the latest issue on ANSI/ASME B1.1,page A-26. ●Bolts have a class 2A tolerance.Nuts have a class 2B tolerance. ●Hot Dipped Galvanizing conforms to both ASTM F2329 &ASTM A153 ●Grade B bolts shall have heavy hex bolt dimensions as given in the latest of ANSI/ASME B 18.2.1 page C1. ●Unless otherwise specified,Grade B bolts should be used with heavy hex nuts. ●Additional information can be found in ASTM A307 DTD 2001,ASTM A563,and DTD 2001. TRIPAC Submittal Effective: 11/11/2025 Page: 2 Tel: 951-280-4488 E-mail: sales@tripacusa.com www.tripacusa.com A307B TPIPAC Continued specifications for Bolt: ASTM A307 B (HEAVY HEX)-Double Washers Finish: - Zinc ASTM B633 Location: - buried Washer: - Double TRIPAC Submittal Effective: 11/11/2025 Page: 3 Tel: 951-280-4488 E-mail: sales@tripacusa.com www.tripacusa.com TPIPAC P. O. Box 1220, Nash, TX 75569-1220 Phone 800-527-8482 or 903-832-2581 Fax 800-874-9524 or 903-838-6260 www.jcmindustries.com Effective 09.03.19 Typical Specification JCM 412 Fabricated Tapping Sleeve Tapping Sleeves shall be high strength with body fabricated of ASTM A36, A516 GR 70 or equal, which conforms to and reinforces the pipe. The sleeve shall have as a minimum 7/8" wide gasket of Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000 with hydromechanical activated lip, captured in a groove around the outlet; a 3/4” test outlet and oval neck track head bolts and nuts. Flanged outlet shall be per ANSI/AWWA C207 Class D, ANSI 150 lb. Drilling, recessed for tapping valve per MSS-SP60. For outlet sizes 14" and larger, the gasket groove must be consistently positioned about throat of tapping waterway. Inside diameter of the gasket groove must be set back a minimum of 1" from the waterway to allow dispersal of forces generated by gasket compression. Gasket grooves machined in a circle and formed to an elliptical shape will not be an accepted equal. Tapping Sleeves shall be JCM 412 or approved equal. JCM 400 Series Tapping Sleeves are ANSI/NSF Standard 61, Annex G and ANSI/NSF 372 Certified. JCM 400 Series Tapping Sleeves meet MSS-SP124 and ANSI/AWWA Standard C223 Fabricated Steel and Stainless Steel Tapping Sleeves as applicable. JCM 412 Tapping Sleeve Image reflects 6” x 4” This typical specification, provided by JCM Industries, is a proposed guideline for use by specifying agencies to ensure significant design and material features of this product are included within the agencies’ individual specifications. F-RU01- Live Tap Fabricated Tapping Sleeve a ( [ JCM INDUSTRIES Certified toNSF/ANSI 61-G & 372 ELEVATION 7%V 1V DY MAINVV > C2 D V V.25005522RRR05202222222222222222 — COMPACTED BEDDING GRAVEL NOTES: 1. 2. 3.TAPPING TEE SHALL BE STAINLESS STEEL OR STEEL WITH FULL CIRCLE SEAL WITH CORTEN OR STAINLESS STEEL NUTS AND BOLTS. 4. 5. 6. TAPPING TEES SHALL NOT BE INSTALLED ON STEEL OR ASBESTOS CEMENT WATER MAINS. STD. PLAN - 300.6 APPROVED: TAPPING TEE 6/28/2023 DATE PUBLIC WORKS DEPARTMENT CONCRETE SUPPORT BLOCKS i—CONCRETE BLOCKING PER STD PLAN 330.1 WET TAPPING OF EXISTING WATER MAINS SHALL BE PERFORMED BY A CITY APPROVED WET TAP CONTRACTOR (SPEER TAPS, INC., LEGACY TAPPING, INC. OR OTHER FIRM APPROVED BY CITY ENGINEER). CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING WATER MAIN AND SHALL LAY THE NEW WATER MAIN TO MATCH. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAPPING OR ASSEMBLY SEALS SHALL BE TESTED VIA AIR PRESSURE AFTER THE TAPPING SLEEVE IS INSTALLED TO THE MAIN AND THE TAPPING VALVE IS INSTALLED. PER SECTION 9-03.12(3) OF THE WSDOT STANDARD SPECIFICATIONS TAPPING TEES MAY BE SIZE-ON-SIZE, PROVIDED THE SHELL CUTTER DIAMETER IS AT LEAST 2" SMALLER THAN THE EXISTING MAIN DIAMETER. i-NEW WATER MAIN ( % ( 2 SUOLC Martin PastuchaPublic Works Administrator P. O. Box 1220, Nash, TX 75569-1220 Phone 800-527-8482 or 903-832-2581 Fax 800-874-9524 or 903-838-6260 www.jcmindustries.com Effective 09.03.19 Material Specification JCM 412 Fabricated Tapping Sleeve Body: Carbon Steel per ASTM A36, A516 GR 70 or equal. Flange: Per ANSI/AWWA Standard C207 Class D, ANSI 150 lb. Drilling, recessed for tapping valve per MSS-SP60. Optional flanges available upon request. Bolts: Sleeve sizes 7.45 and smaller = 5/8”, sleeve sizes 9.05 and larger = 3/4” Gasket: Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000. Molded virgin rubber with a pressure activated hydromechanical design. Gasket is bonded into a cavity for internal and external retention. Gasket temperature range -40oF to 212oF (-40oC - 100oC) Gasket suitable for water, salt solutions, mild acids, bases, and sewage. Optional gasket materials available. Contact JCM Industries, Inc. Service Rating: 2" to 12" Outlets: 175 PSI. Higher service rating available for specific applications and sizes. Higher test and working pressure ratings available upon request, contact JCM Industries. Select Finish and Hardware Options: Finishes Heavy coat of corrosion resistant shop coat primer. Fusion applied epoxy coating, minimum 12 mils thickness per ANSI/AWWA Standard C213 Fusion Bonded Epoxy Coatings and Linings for Steel Water Pipe and Fittings. Bolts Electro Coated Powercron 590-534, high strength low alloy oval neck track head bolt per ASTM A242 and nuts (per ASTM A563) or equal. Stainless Steel Type 304 Stainless Steel Type 316 JCM 400 Series Tapping Sleeves meet MSS-SP124 and ANSI/AWWA Standard C223 Fabricated Steel and Stainless Steel Tapping Sleeves as applicable. ( [ JCM INDUSTRIES Certified toNSF/ANSI 61-G & 372 INTERNATIONAL PIPE & SUPPLY 3300 ALUMA VALLEY DR., OKLAHOMA CITY OK, 73121 INTERNATIONAL PIPE & SUPPLY 3300 ALUMA VALLEY DR., OKLAHOMA CITY OK, 73121 OD: 20.0000 IN WALL: 0.3750 IN OD CTG: ID CTG: PRODUCT: HFW/ERW PIPE STOCK SPEC: ASTM-A252-10-GR.2/GR.3-500 PSI STEEL SUPPLIER: USS - MON VALLEY WORKS BRADDOCK, PA, USA COIL MANUFACTURER: CALIFORNIA STEEL INDUSTRIES, INC. FONTANA, CALIFORNIA PIPE MANUFACTURER: CSI TUBULAR PRODUCTS, INC. FONTANA, CA SUPPL: HYDROSTATIC FINAL UT EMI-MFL SEAM ANNEALED TEMP PRESSURE 500 PSI DURATION 05 Seconds DRILLHOLE 0.0000 NOTCH DRILLHOLE 0.0000 NOTCH MINIMUM 0 °F FRACTURE TOUGHNESS CRITERIA TEST TEMP MIN PER SPEC. MIN PER TEST MIN % SHEAR PER SPEC. MIN % SHEAR PER TEST SPEC SIZE DIRECTION Hardness Survey - 0 max; Scale CHEMICAL EQUATIONS CEQ(1) CEQ(2) CEQ(3) SUM(1) SUM(2) SUM(3) Tensile test specimens are milled to 2 inch Ga.Length (50mm),1.5 inch width (38mm) bymaterial thickness Mill UT N10 NOTCH ID OD CUSTOMER PURCHASE NUMBER 1055 HEAT LOT US5551A SALES ORDER NUMBER 0000245296/000002 CODES AND DEFINITIONS H N R L T S Heat Analysis Notched Weld Recheck/Retest Longitudinal Transverse Skelp P C PM B W Z Pipe/ Product Center Line Parent Metal Body Weld Haz JT Joint No. (1 - Last) MFL Magnetic Flux Leakage Flattening test acceptable per specifications. Drop weight samples press notch COIL JT TYPE C Mn P S Si Sn Cu Ni Cr V Mo Al Co Ti Cb As B Zr Ca N CEQ(1)CEQ(2)CEQ(3)SUM(1)SUM(2)SUM(3) H 0.06 1.28 0.0110.0060.227 0.004 0.03 0.02 0.04 0.001 0.01 0.031 0.004 0.010 0.045 0.002 0.0002 0.000 0.00200.0088 0.00 0.00 0.00 11063285 04 P 0.06 1.28 0.0100.0030.238 0.002 0.03 0.01 0.05 0.003 0.00 0.038 0.004 0.008 0.046 0.002 0.0001 0.002 0.00150.0070 0.00 0.00 0.00 11063286 05 P 0.06 1.28 0.0100.0030.238 0.002 0.03 0.01 0.04 0.003 0.00 0.038 0.003 0.008 0.046 0.002 0.0001 0.002 0.00140.0060 0.00 0.00 0.00 COIL JT TY P E L/ T LO C YLD TENS % E L Y/T TEST METHODS PER ASTM E8, E18, E23, E92, E436, E415 IN COMPLIANCE WITH ISO 17025. TEST TYPE 'H' RESULTS MAY NOT BE IN ACCORDANCE WITH ISO 17025. THE DECISION RULE FOR COMPLIANCE TO THE SPECIFICATION OR REQUIREMENTS IS BASED ON SIMPLE ACCEPTANCE. PIPES FORMED AND MANUFACTURED IN THE U.S. FROM STEEL THAT IS MELTED AND POURED IN THE U.S. I certify that the material described herein has been manufactured and tested in accordance with the requirements of the referencedspecification, and the test results conform to the specification requirements. Conforms to ISO 10474:1991 3.1.B/EN 10204:2004 3.1 TPQU007LS - 201030 Deanne Wilson Chief - Laboratory Services Date of Certification 03/15/23 COIL JT L/ T LO C TE M P SI Z E IMPACT ENERGY %SHR APPR SP1 SP2 SP3 AVG SP1 SP2 SP3 AVG COIL JT TE M P LO C %SHR APPR SP1 SP2 AVG COIL J LEFT PM*Z2 Z1 W E LD RIGHT Z1 Z2 PM* 14000 San Bernardino Avenue Fontana, California 92335 Revision: 00 CSI TUBULAR PRODUCTS, INC. TEST PARAMETERSORDER DESCRIPTION CUSTOMER SHIP TO Mill Test Report CHEMICAL COMPOSITION %Wt TENSILE TEST KSI IMPACT TESTS FT-LBS DROP WEIGHT TEST TRANSVERSE FULL SIZE Third Party Authorization HARDNESS SURVEY *PM IS AN AVERAGE OF 3 READINGS 1106328504 P T B 70.0 81.4 36.0 0.86 ITP CSI TUBULAR PRODUCTS, INC. O I I I I I I I I I I I I I I I I I I I I I I I I I I HI-BUILD TNEME-TAR ® PRODUCT DATA SHEET SERIES 46H-413 PRODUCT PROFILE GENERIC DESCRIPTION Polyamide Epoxy-Coal Tar COMMON USAGE High-build corrosion resistant coating providing one coat protection for concrete and steel in a variety of chemical, immersion and underground conditions. Also, when a two-coat application is desired, a low film build option is possible. COLORS Black FINISH Semi-gloss SPECIAL QUALIFICATIONS Conforms to the performance requirements of AWWA C 210 (not for potable water contact). PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. Published technical data and instructions are subject to change without notice. The online catalog at www.tnemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. © August 22, 2007 by Tnemec Company, Inc.PDS46H413 COATING SYSTEM PRIMERS Steel: Self-priming or Series 1, 66, N69, N69F, 90-97, H90-97, 161 Galvanized Steel: Series 66, N69, N69F, 161 Concrete: Self-priming, 63-1500, 218 Published technical data and instructions are subject to change without notice. The online catalog at www.tnemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. SURFACE PREPARATION STEEL Immersion Service: SSPC-SP10 Near-White Blast Cleaning Non-Immersion Service: SSPC-SP6 Commercial Blast Cleaning GALVANIZED STEEL Surface preparation recommendations will vary depending on substrate and exposure conditions. Contact your Tnemec representative or Tnemec Technical Services. CAST/DUCTILE IRON Contact your Tnemec representative or Tnemec Technical Services. CONCRETE Allow new concrete to cure for 28 days. Abrasive blast all surfaces referencing SSPC-SP13/NACE 6, ICRI CSP 2-4 Surface Preparation of Concrete and Tnemec’s Surface Preparation and Application Guide. PRIMED SURFACES Immersion Service: Scarify the surface with fine abrasive before topcoating if the Series 66, N69 or 161 prime coat has been exposed to sunlight for 60 days or longer. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. Published technical data and instructions are subject to change without notice. The online catalog at www.tnemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. TECHNICAL DATA VOLUME SOLIDS 75.0 ± 2.0% (mixed) RECOMMENDED DFT 16.0 to 20.0 mils (405 to 510 microns) 8.0 to 10.0 mils (200 to 250 microns) for the two-coat option CURING TIME Temperature To Touch To Recoat (Min./Max) Immersion 95°F (35°C) 2 hours 3-14 hours 5 days 85°F (29°C) 3 hours 4-18 hours 6 days 75°F (24°C) 4 hours 6-28 hours 7 days 65°F (18°C) 6 hours 10-50 hours 10 days 55°F (13°C) 9 hours 16 hrs-3 days 14-16 days 45°F (7°C) 18 hours 32 hrs-4 days 22-24 days 35°F (2°C) 26 hours 44 hrs-6 days 28-32 days Curing time varies with surface temperature, air movement, humidity and film thickness. Use the above times as guidelines only. Scarify the surface with fine abrasive before recoating if the maximum recoat time has been exceeded. VOLATILE ORGANIC COMPOUNDS Unthinned: 1.91 lbs/gallon (229 grams/litre) Thinned 20% (No. 2 Thinner): 2.80 lbs/gallon (335 grams/litre) Thinned 20% (No. 65 Thinner): 1.91 lbs/gallon (229 grams/litre) THEORETICAL COVERAGE 1,203 mil sq ft/gal (29.5 m²/L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS Two: Part A and Part B MIXING RATIO By volume: One (Part A) to one (Part B) PACKAGING 5 gallon (18.9L) pails and 1 gallon (3.79L) cans — Order in multiples of 2. NET WEIGHT PER GALLON 11.74 ± 0.25 lbs (5.32 ± .11 kg) (mixed) STORAGE TEMPERATURE Minimum 20°F (-7°C) Maximum 110°F (43°C) TEMPERATURE RESISTANCE (Dry) Continuous 200°F (93°C) Intermittent 250°F (121°C) SHELF LIFE 12 months at recommended storage temperature. FLASH POINT - SETA Parts A & B: 81°F (27°C) HEALTH & SAFETY Paint products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. Published technical data and instructions are subject to change without notice. The online catalog at www.tnemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. Page 1 of 2 ® APPLICATION COVERAGE RATES Conventional Build Dry Mils (Microns)Wet Mils (Microns)Sq Ft/Gal (m²/Gal) Suggested 18.0 (455) 24.0 (610) 69 (6.4) Minimum 16 (405) 21.5 (545) 75 (7.0) Maximum 20.0 (510) 27.0 (685) 59 (5.5) Two-Coat System (DFT each coat) Dry Mils (Microns)Wet Mils (Microns)Sq Ft/Gal (m²/Gal) Suggested 9.0 (225) 12.0 (300) 134 (12.5) Minimum 8.0 (200) 11.0 (275) 150 (14.0) Maximum 10.0 (250) 13.0 (325) 120 (11.2) Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Power mix contents of each container, making sure no pigment remains on the bottom. Pour a measured amount of Part B into a clean container large enough to hold both components. Add an equal volume of Part A to Part B while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components should be above 50°F (10°C) prior to mixing. For application to surfaces between 35°F to 50°F (2°C to 10°C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, the material temperature should be above 60°F (16°C). THINNING Use No. 2 Thinner. For air spray, thin up to 20% or 1 1/2 pints (760 mL) per gallon; for airless spray, thin up to 5% or 1/4 pint (190 mL) per gallon. A maximum of 20% of No. 65 Thinner may be used to comply with VOC regulations. POT LIFE 16 hours at 35°F (2°C) 6 hours at 55°F (13°C) 2 hours at 75°F (24°C) 3/4 hour at 95°F (35°C) APPLICATION EQUIPMENT Air Spray Gun Fluid Tip Air Cap Air Hose ID Mat’l Hose ID Atomizing Pressure Pot Pressure DeVilbiss JGA E .070" 704 or 765 5/16” or 3/8” (7.9 or 9.5 mm) 1/2” (12.7 mm) 75-100 psi (5.2-6.9 bar) 20-40 psi (1.4-2.8 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Mat’l Hose ID Manifold Filter 0.017”-0.021” (430-530 microns) 3400-4000 psi (234-276 bar) 3/8” or 1/2” (9.5 or 12.7 mm) 60 mesh (250 microns) Use appropriate tip/atomizing pressure for equipment, applicator technique and weather conditions. Note: Application over inorganic zinc-rich primers: Apply a wet mist coat and allow tiny bubbles to form. When bubbles disappear in 1 to 2 minutes, apply a full wet coat at specified mil thickness. Brush: Brushing is recommended on small areas only. Ladle material on and then use flat side of brush to spread. Do not brush out to thin film as with conventional coatings. SURFACE TEMPERATURE Minimum 35°F (2°C) Maximum 120°F (49°C) The surface should be dry and at least 5°F (3°C) above the dew point. Coating won’t cure below minimum surface temperature. CLEANUP Flush and clean all equipment immediately after use with the recommended thinner or xylol. © August 22, 2007 by Tnemec Company, Inc.PDS46H413 PRODUCT DATA SHEET HI-BUILD TNEME-TAR ® | SERIES 46H-413 WARRANTY & LIMITATION OF SELLER'S LIABILITY: Tnemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall be for replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not have failed its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing a general profile of the coating and proper coating application procedures. Test performance results were obtained in a controlled environment and Tnemec Company makes no claim that these tests or any other tests, accurately represent all environments. As application, environmental and design factors can vary significantly, due care should be exercised in the selection and use of the coating. Tnemec Company, Inc. 6800 Corporate Drive Kansas City, Missouri 64120-1372 +1 816-483-3400 www.tnemec.com PDS46H413© August 22, 2007 by Tnemec Company, Inc.Page 2 of 2 The CASCADE Casing Spacer system replaces the old method of banding wooden skids to the car- rier pipe with steel straps. Compare CASCADE’S method with the obsolete one. In addition to the typ- ical positioning design shown on this page, CASCADE has also developed designs for: • Placing multiple carriers within one casing • Positioning thermally insulated pipe without damage to insulation • Centering small carriers within large casings • Positioning gravity sewer to on grade requirements CASCADE FEATURES • Lowest coefficient of friction in the industry — easy to push • High corrosion resistance — eliminate backfill • Dielectric insulator — cathodic protection • Design flexibility — position carrier positively • Simple to use — trouble free insertion • Require at least two sets of hands to attach. • Cumbersome, time consum- ing, greasy. Notching and banding tools needed. •Hard to push.Catch on weld beads. Carrier rotates. Joints are destabilized. Binding can break straps or skids, making removal and reinsertion nec- essary. •Corrodes.Requires backfill to insure long term stability. Allows bacteria to concen- trate. • Backfill of sand, gravel, or grout is expensive and makes future access difficult or impossible. CASCADE ALL STAINLESS STEEL CASING SPACERS WOODEN SKIDS AND STRAPS •Easily attached by a single person. • No special tools needed. •Slide into casing with minimum pushing force.Low coefficient of friction lets runners glide over rough spots insuring trouble free insertion.Lowest Coefficient of Friction in the Industry. •High Corrosion Resistance – 100% chemically passivated; Dielectrically insulates carrier and holds securely without any backfill. •No Backfill –Lowers con- struction costs and allows for future access. THE CASCADE SYSTEM 3 CASCADE All stainless Steel Casing Spacers are the state of the art system for inserting pipes within pipes. The old method of strapping on and greasing wood- en skids is obsolete. Compare CASCADE’S system with the anti- quated wooden skids... EXPERIENCE CASCADE IS THE LEADER in casing spacers for the water and sewer industry with literally thousands of successful installations across the nation. CASCADE has worked with every type of pipe used in water and sewer systems. New chal- lenges are welcome, but chances are if it is a water or sewer application - we’ve already done it. QUALITY CASCADE is the leader in quality as well as expe- rience from the liner to the runner - inside to out - there is no corner cutting. Each component material was carefully selected so that the prod- uct would be top notch - the best available. Imitators make cheaper products - not equal products. WHY CASCADE? CASING SPACER PLACEMENT DIAGRAM BASIC POSITIONS THE CASCADE SYSTEM 4 SPECIFYING SPACER WIDTH & PLACEMENT INTERVALS CASING SPACER PLACEMENT DIAGRAM BASIC POSITIONS TYPICAL STEEL/D.I. CARRIER TYPICAL PLASTIC CARRIER When deciding the width and placement inter-vals of CASCADE spacers, the main concerns are pipe stiffness, joint stability, height of separa-tion between carrier and casing, and live load. Generally, stiffer pipe can be supported ade-quately at greater intervals than more flexible pipe. Casing pipes have deflections, ridges, orotherwise uneven surfaces. Care should be taken to maintain joint stability during, as well asafter, installation. Unless special circumstances exist,CASCADE recommends 8” wide spacers at 10’ intervals on sizes up to 48” pipe. Pipes over 48” O.D. should be supported with 12” wide spacers. For ductile iron carrier pipes, 10’ intervals are the adequate through 60” O.D. For steel carrier pipes, 8’ intervals are adequate through 60” O.D. For 24” and larger pipe with the separation between carrier and casing greater than 5 inch- es, 6’ intervals and/or 12” wide spacers should be considered. All variations of PVC pipes (sewer, C-900 andthinner wall PVC)need support at closer inter- vals and should be supported every 6’. Polyethylene pipes vary widely in the interval required and depends on the wall thickness and the maximum allowable deflection between sup- ports. The pipe manufacturer should be consult- ed if intervals longer than 6’ are desired. Concrete and prestressed concrete cylinder pipe require shorter intervals.Always use Model CCS-ER Spacers. In all instances, a spacer should be placed so as to support the carrier within 2’ of the end of the casing pipe. THE CASCADE SYSTEM 4 SPECIFYING SPACER WIDTH & PLACEMENT INTERVALS Standard:Assists installation and carries slip joint bells at least .75" off cas- ing wall. Maintains dielectric insulation. No restraint against movement such asfloatation or surge pressure bucking. Centered & Restrained: Positions carrier in center of casing. Provides restraint against movement. Best for mechanically restrained pipejoints. Restrained:Keeps carrier at bottom of casing while restraining against movement. Multiple & Restrained: Reduces bores under highway. CASING SPACER PLACEMENT DIAGRAM When deciding the width and placement inter- vals of CASCADE spacers, the main concerns are pipe stiffness, joint stability, height of separa- tion between carrier and casing, and live load. Generally, stiffer pipe can be supported ade- quately at greater intervals than more flexible pipe. Casing pipes have deflections, ridges, or otherwise uneven surfaces. Care should be taken to maintain joint stability during, as well as after, installation. All va thinne vals a Polye requir the m ports. ed if in Concr pipe r CCS-E In all as to the ca Pleas spec arise For m facto 4 SPECIFYING SPACER WIDTH & PLACEMEN Standard:Assists installation and carries slip joint bells at least .75" off cas-ing wall. Maintains dielectric insulation. No restraint against movement such as floatation or surge pressure bucking. Centered & Restrained: Positions carrier in center of casing. Provides restraint against movement. Best for mechanically restrained pipe joints. Restra bottom of against mo CASING SPACER PLACEMENT DIAGRAM BASIC POSITIONS TYPICAL STEEL/D.I. CARRIER TYPICAL PLASTIC CARRIER recommends 8” wide spacers at 10’ intervals on sizes up to 48” pipe. Pipes over 48” O.D. should be supported with 12” wide spacers. For ductile iron carrier pipes, 10’ intervals are the adequate through 60” O.D. For steel carrier pipes, 8’ intervals are adequate through 60” O.D. For 24” and larger pipe with the separation between carrier and casing greater than 5 inch- es, 6’ intervals and/or 12” wide spacers should be considered. All variations of PVC pipes (sewer, C-900 andthinner wall PVC)need support at closer inter- vals and should be supported every 6’. Polyethylene pipes vary widely in the interval required and depends on the wall thickness and the maximum allowable deflection between sup- ports. The pipe manufacturer should be consult- ed if intervals longer than 6’ are desired. Concrete and prestressed concrete cylinder pipe require shorter intervals.Always use Model CCS-ER Spacers. In all instances, a spacer should be placed so as to support the carrier within 2’ of the end of the casing pipe. Please consult Cascade if there are any special conditions or if any questions arise. For multiple pipe Casing Spacers, consult factory. THE CASCADE SYSTEM 4 SPECIFYING SPACER WIDTH & PLACEMENT INTERVALS Standard:Assists installation and carries slip joint bells at least .75" off cas- ing wall. Maintains dielectric insulation. No restraint against movement such asfloatation or surge pressure bucking. Centered & Restrained: Positions carrier in center of casing. Provides restraint against movement. Best for mechanically restrained pipejoints. Restrained:Keeps carrier at bottom of casing while restraining against movement. Multiple & Restrained: Reduces bores under highway. IAGRAM TYPICAL STEEL/D.I. CARRIER TYPICAL PLASTIC CARRIER nter- erns ara- oad. ade- xible , or be ll as ADE s onould the rrierO.D. ationnch- ould All variations of PVC pipes (sewer, C-900 and thinner wall PVC)need support at closer inter- vals and should be supported every 6’. Polyethylene pipes vary widely in the intervalrequired and depends on the wall thickness and the maximum allowable deflection between sup-ports. The pipe manufacturer should be consult- ed if intervals longer than 6’ are desired. Concrete and prestressed concrete cylinder pipe require shorter intervals.Always use Model Please consult Cascade if there are any special conditions or if any questionsarise. For multiple pipe Casing Spacers, consultfactory. SYSTEM PLACEMENT INTERVALS ined: casing.vement.ed pipe Restrained:Keeps carrier at bottom of casing while restrainingagainst movement. Multiple & Restrained: Reduces bores under highway. IAGRAM TYPICAL STEEL/D.I. CARRIER TYPICAL PLASTIC CARRIER ter- erns ara- oad. ade- xible , or be ll as ADE s on Concrete and prestressed concrete cylinder pipe require shorter intervals.Always use Model CCS-ER Spacers. SYSTEM LACEMENT INTERVALS ined: casing.ement.ed pipe Restrained:Keeps carrier at bottom of casing while restrainingagainst movement. Multiple & Restrained: Reduces bores under highway. CASING SPACER PLACEMENT DIAGRAM TYPICAL STEEL/D.I. CARRIER TYPICAL PLASTIC CARRIER When deciding the width and placement inter-vals of CASCADE spacers, the main concerns are pipe stiffness, joint stability, height of separa-tion between carrier and casing, and live load. Generally, stiffer pipe can be supported ade-quately at greater intervals than more flexible pipe. Casing pipes have deflections, ridges, orotherwise uneven surfaces. Care should be taken to maintain joint stability during, as well asafter, installation. Unless special circumstances exist,CASCADE recommends 8” wide spacers at 10’ intervals on sizes up to 48” pipe. Pipes over 48” O.D. should be supported with 12” wide spacers. For ductile iron carrier pipes, 10’ intervals are the adequate through 60” O.D. For steel carrier pipes, 8’ intervals are adequate through 60” O.D. For 24” and larger pipe with the separation between carrier and casing greater than 5 inch- es, 6’ intervals and/or 12” wide spacers should be considered. All variations of PVC pipes (sewer, C-900 andthinner wall PVC)need support at closer inter- vals and should be supported every 6’. Polyethylene pipes vary widely in the interval required and depends on the wall thickness and the maximum allowable deflection between sup- ports. The pipe manufacturer should be consult- ed if intervals longer than 6’ are desired. In all instances, a spacer should be placed so as to support the carrier within 2’ of the end of the casing pipe. Please consult Cascade if there are any special conditions or if any questions arise. For multiple pipe Casing Spacers, consult factory. 4 SPECIFYING SPACER WIDTH & PLACEMENT INTERVALS Standard:Assists installation and carries slip joint bells at least .75" off cas- ing wall. Maintains dielectric insulation. No restraint against movement such asfloatation or surge pressure bucking. Centered & Restrained: Positions carrier in center of casing. Provides restraint against movement. Best for mechanically restrained pipejoints. Restrained:Keeps carrier at bottom of casing while restraining against movement. Multiple & Restrained: Reduces bores under highway. Center Restrained Bottom Restrained Top Restrained Clear Bell Only Places carrier at center. Restrainsagainst excessive flotation.Sets carrier near bottom. Restrainsagainst excessive flotation.Sets carrier near top. Restrainsagainst excessive flotation.Provides no flotation restraint, but protects carrier and its BELL from direct contact with casing. When deciding the width of the Spacer bands and placement intervals, the main concerns are pipe stiffness, joint stability, height of separation between Carrier and Casing (annular space), and live load. Generally, stiffer pipe can be supported adequately at somewhat greater intervals than more flexible pipe. Casing pipes have deflections, ridges, or otherwise uneven surfaces. Care should be taken to maintain joint stability during, as well as after, installation. More variables exist than can be covered here. All variations of plastic pipe (PVC & HDPE) need support at closer intervals and should generally be supported every 6 feet, maximum. Concrete and Pre-stressed Concrete Cylinder Pipe (PCCP) require shorter intervals (5 feet or less). Consideration should also be given to the use of Model CCS-ER Spacers, and/or 12 inch wide bands. Please consult with factory for multiple Carriers (MULTI Spacers) or any other special conditions. In all instances, the most stringent specification associated with the project should be followed. Spacing Intervals In all instances, a Spacer should be placed within 2 feet of EACH end of the Casing pipe to provide support for the Carrier during back-fill operations. For Ductile Iron Carrier pipe, 10 foot spacing may be adequate through 60 inch Carrier, if annular space is less than 6 inches. For Steel Carrier pipe, 8 foot spacing may be used similarly. Variables such as height of separation (annular space) and length of Casing run should always be considered. Annular space greater than 6 inches on Carrier pipe larger than 24 inch Nominal size may require shorter intervals and/or 12 inch wide bands. A Spacer at the Home Line provides Joint Stability & Over-Bell resistance. Spacing Intervals should be determined by using the most stringent specification associated with the project. Some project owners/engineers may require a Spacer directly on each side of the Bell joint. Place a Spacer within 2 feet (max) of EACH end of the Casing pipe. Spacer Width Barring special circumstances, Cascade recommends 8 inch wide Spacers through 48 inch Nominal Carrier size (other than concrete). For Carriers over 48 inch Nominal size, use of 12 inch wide Spacers should be considered. This is especially true for heavier pipe and/or large height of separation (annular space). T T T T T T T T T T T ORDERING INFORMATION 6 RUNNER LINER SHELL RIBBED SHELL - Minimum 14 gauge T-304 stainless steel. All surfaces are fully chemically passivated. Flanges are ribbed for strength. RISERS - Max 10 ga. T-304 stainless steel, reinforced 6" and over height. (when applicable) FASTENERS - 5/16-18 T-304 stainless steel LINER - PVC - .090 thick, 85-90 durometer (ASTM D1706-61T) - 80 Max constant operating temperature - 150°F (64°C) Electrical properties - (ASTM - D149-61) 1380 V/min. Resistance: Salt Spray (ASTM - B117) - Excellent Acids - Good RUNNERS - Ultra High Molecular Weight Polyethylene Low coefficient of friction High resistance to abrasion and sliding wear Toughness under impact Low deflection under compression Dielectric insulation MATERIAL SPECIFICATIONS PROPERTY ASTM METHOD UNITS VALUE Specific Gravity D-792 gm/cc .934 Tensile Strength (Break) D-638 PSI 3500 Elongation (Break)D-638 % 380 Izod Impact D-256 ft.-lbs/in. of NO notch BREAK Hardness D-2240 Shore D 67 Coefficient of Friction D-1894 — .11-.13 Heat Distortion Temp. 66PSI D-648 C 88 Coefficient of Thermal Expansion D-696 F-1 2 X 10 -4 TYPICAL DATA – RUNNERS RISER * Sand Slurry condition - 7 hours in one part water at 1725 RPM. Carbon Steel = 100. UHMW 1900 = 15. Lower value more resistant to abrasion. ELECTRICAL PROPERTIES ASTM METHOD UNITS VALUE Dielectric Constant D-150 — 2.3 Dissipation Factor 60 cycles to 10 6 cycles D-150 — <.05 x 10 3 Volume Resistivity@23-c D-257 ohm,cm >10 10 Surface Resistivity D-257 ohm >10 16 Dielectric strength D-148 KV/CM 900 ABRASION CHARACTERISTICS Taber Abrasion D-1044 Mg/loss Nil Sand Slurry*7 EXAMPLES I M P O R T A N T 1)Carrier - 12" DIP (13.20 OD) Casing - 24" Steel - (.375 wall) Spacer Width - 8 Inches Configuration - CenteredCCS08-1320-2325ID CTR 2)Carrier - 36" Concrete* (44.00 OD) Casing - 54" Steel - (.50 wall) Spacer Width - 12 Inches Configuration - Bottom Restrained CCS12-4400-5300ID BOT RES *OD must be verified per manufacturer 3)Carrier - 6" SCH40 PVC (6.63 OD)Casing - 20" Steel (.25 wall)Spacer Width - 8 InchesConfiguration - Clear BellCCS08-0663-1950ID Clear Bell*Please provide BELL OD on order When ordering Casing Spacers, please have the following information at hand, to avoid delays in production. 1.Carrier Barrel OD and Casing ID (wall thickness) - MUST HAVE. Cannot proceed without this information and inaccurate details may require placing a new order. 2.Carrier BELL O.D. - Needed in tight applications, in order to protect the carrier joints. 3.Configuration needed - If none provided, the Centered position will be used, as it is most common. 4.Carrier pipe Type - helps determine the proper quantity of Spacers. 5.CASING pipe Type - helps determine fit, where internal weld beads may hinder installation (steel/HDPE). 6.Length of Casing run - helps determine quantity needed, and/or affects potential build due to loading. CASCADE SPECIFICATIONS 7 REINFORCED RISERCascade’s Runners can be replaced in the field if bore is offgrade or instal- lation is not to design. STAINLESS STEEL BAND CASCADE Model CCES End Seals pull over the casing and car- rier pipes after installation to provide a barrier to backfill debris and seepage. MATERIAL SPECIFICATIONS: SEAL - Neoprene - Other compounds available BANDS - T-304 Stainless Steel RUBBER SEAL Casing spacer shall be a two-piece shell per carrier pipe and made from T-304 stainless steel of a minimum 14 gauge thickness. Each shell section shall be lined with a 0.090” thick, ribbed PVC extrusion with a retaining section that overlaps the edges of the shell and prevents slip- page. Bearing surfaces (runners) shall be ultra high molecular weight polyethylene (UHMW) to provide abrasion resistance and a low coefficient of friction (0.12). The runners shall be attached to support structures at appropriate positions to properly support the carrier pipe within the casing pipe and to ease installation. The runners shall be mechanically bolted to the spacer. Risers shall be made of T-304 stainless steel of a maximum 10 gauge and the bolt heads are weld- ed to the inside of the risers for strength. When applicable, all risers shall be MIG welded to the shell. Bottom risers 6” and over in height shall be reinforced. All reinforcing plates shall be 10 ga. T-304 stainless steel and shall be MIG welded to mating parts. Clear Bell positioning within the casing pipe shall be sized such that the carrier rests near the bottom of the casing pipe and the height of the risers and runners are to provide a bottom clearance not less than one- half inch between the casing pipe and the extreme outside diameter of the joint (bell, seam weld, joint clamp, ...) of the carrier pipe. STYLE CCES CASING END SEALS Centered & Restrained positioning within the casing pipe shall be sized such that the height of the risers and runners are to center the carrier pipe in the casing pipe with a top clearance of three-fourths inch minimum. Restrained positioning within the casing pipe shall be sized such that the carrier rests near the bottom of the casing pipe and the height of the risers and runners are to provide a bottom clearance not less than one-half inch between the casing pipe and the extreme outside diameter of the joint (bell, seam weld, joint clamp, ...) of the carrier pipe and a top clearance of three-fourths inch minimum. Multiple Carrier pipes within the casing pipe shall be sized such that the carrier pipes are held at fixed distances relative to each other, with the height of the risers and runners to provide not less than three-fourths inch between the casing pipe and the outside diameter of the riser/runner combinations. Special reinforcing plates may be required to stabilize and support structure. All welds and metal surfaces shall be chemically passivated. Due to the numerous application possibilities, consult factory for spacing requirements. Casing spacers shall be Model CCS as manu- factured by Cascade Waterworks Mfg. Co. of Yorkville, IL or approved equal. STYLE CCS – CASING SPACERS 0