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AMENDMENT (2) 6/10/2021 SR0083263 34243 Chrisman Rd Tracy, CA 95304 UL/ULC Listed Red Thread@ II A Piping System RED THREAD IIA PIPING RED THREAD IIA Primary Piping RED THREAD IIA Secondary Containment Piping Noln.Pipe Pipe Nom.Pipe Pipe Size Part Length Size Part Length (in./min) Number (ft.) (In.hnm) Number (ft.) 2 ' S0 011020-069-1 15 3 80 011030-069-4 15 2 50 011020-069-2 22-25 3 80 011030-069-5 22-25 2 50 011020-069-3 26-30 3 80 011030-069-6 26-30 - - 3 80 011030.069-1 15 4 100 011040-077-5 15 3 80 011030-069-2 22-25 4 100 011040-069-5 22-25 3 80 011030-069-3 26.30 4 100 011040-077-6 26-30 4 100 011040-071-1 15 6 150 011060-120-5 15 4 100 011040-069-2 22-25 6 150 011060-120-4 22-25 4 100 011040-071-3 26-30 6 150 011060-120-6 26-30 DIMENSIONAL DATA Nominal Nominal Mill Pipe Nominal Nominal Wall Nominal Pressure/ Test External Pressure Size I.D. O.D. Thickness Weight Temperature Pressure Max,Rating(psig/MPa) (in./mm) (in./mm) (in.lnnn) (III./mm) (IbsJftJkg-m) Max.Rating (psig/MPa) 75°F/24°C 150'F/66'C 2 2.235 2.375 .070 0.5 250 psig @ 150'F 375 85 80 50 57 61 1.78 0.74 1.72 MPa @ 66°C 2.59 .57 .55 3 3.360 3.500 .070 0.7 175 psig @ 150°F 300 36 34 80 85 90 2.54 1.014 1.21 MPa @,66'C 2.07 .25 .23 4 4.360 4.560 .085 1.2 125 psig @ 150°F 265 34 30 100 111 116 2.16 1.79 0.86 MPa @ 66°C 1.83 .23 .21 6 6.408 6.678 .135 2.4 NA 265 22 20 150 163 170 143 3.51 NA 1.83 .15 .14 TYPICAL PHYSICAL PROPERTIES(') PROPERTY RED THREAD'IIA Pi a Bending Radius,Minimum Nominal psi @ 75°F MPa @ 24'C psi @ 150°F MPa @ 66'C Pipe Size 2" 3" 4" 6" Axial Tensile(ASTM D2105) inches Ultimate Stress 10,300 71.0 8,200 56.5 Design Stress 2,575 17.8 2,050 14.1 Ft, 75 110 140 204 Modulus of Elasticity 1,82 x 101 12,548 1.42 x 101 9791 Axial Compression(ASTM D695) 33,300 230.0 25,600 177,0 m 21,3 33.5 42.7 62.2 Ultimate Stress $,300 57.2 6,400 44.1 Design Stress Modulus of Elasticity 1.26 x 101 $687 .89 x 10` 6136 Beam Bending(SFPTM) (1) All values except pressure-temperature maximum rating are nominal values.Tolerances or Ultimate Stress 23,000 159.0 19,200 132.0 w 20.0 2,400 16.5 maximum/minimum inimum limits can be obtained from Smith Design Stress 2,900 Fibercast. Modulus of Elasticity 2.18 x 106 15031 1.70 x 106 11721 (2) All sizes can accept full vacuum pressures at (Long Term per ASTM D2925) maximum temperature ratings. (3) Ultimate and allowable design stresses are Hydrostatic Burst(ASTM D1599) based on minimum reinforced wall thickness.Pipe is Ultimate Hoop 34,000 234 39,200 271 manufactured in compliance with ASTM D2996. Tensile Stress (4) Design bending stress is 1/8 of ultimate to Hydrostatic Design ASTM D2992 2"-3" 2"&3" 2"&3" 2"&3" account for combined stress(i.e.bending and y 9 ( ) pressure). Procedure A 9,4105) 64.E 7,400(71 5 1111: (5) Design stress is based on long term cyclic fatigue Cyclic 150 x 101 4"-6" 4"-6" 4"-6" 4.-6 data using ASTM D2992 lest method.However,all Cycles 13,04016) 89.9 1, 10,450 72.1 testing Is not complete at time of printing. Coefficient of Ungar 0.8$x 10'in./in.l°F (6) For RED THREAD IIA pipe the hydrostatic Thermal Expansion SFPTM 1,58 x 10 mmhnm/'C cyclic design stress was determined at 150°and p ( ) 2U0°F,per ASTM 02992 Procedure A.Basad on this data,the extrapolated value at 75°F is 13,030 psi. Specific Gravity 1.8 (7) For RED THREAD IIA pipe the hydrostalic cyclic Flow Factor design stress was determined at 75°and 200'F,par Hazen-Williams Coefficient 150 ASTM D2992 Procedure A.Based on this data,the extrapolated value at 150°F is 7,400 psi. 4