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INSTALL_2012
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INSTALL_2012
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Last modified
11/25/2019 3:22:40 PM
Creation date
11/8/2018 9:57:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2012
RECORD_ID
PR0536555
PE
2351
FACILITY_ID
FA0020989
FACILITY_NAME
Arco. Am pm 83333
STREET_NUMBER
550
Direction
W
STREET_NAME
VALPICO
STREET_TYPE
Rd
City
Tracy
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
550 W Valpico Rd
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS3\V\VALPICO\550\PR0536555\INSTALL PLAN 2012.PDF
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EHD - Public
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UL/ULC Listed Red Thread® IIA Piping System <br /> RED THREAD IIA PIPING RED THREAD IIA <br /> RED THREAD IIA Primary Piping Secondary Containment Piping <br /> Nom. Pipe Size Part Number Part Number Pipe Length Nom. Pipe Size Pipe Length <br /> (in.) mm (ft.) (In.) mm (ft.) <br /> 2 50 011020-069-1 15 3 80 011030-0614 15 <br /> 2 50 011020-0612 22-25 3 80 011030-0615 22-25 <br /> 2 50 011020-0613 26-30 3 80 011030-0616 26-30 <br /> 3 80 011030-0611 15 4 100 011040-077-5 15 <br /> 3 80 011030-0612 22-25 4 100 011040-0615 22-25 <br /> 3 80 011030-0613 26-30 4 100 011040-077-6 26-30 <br /> 4 100 011040-071-1 15 6 150 011060-120-5 15 <br /> 4 100 0110410612 22-25 6 150 011060-120-4 22-25 <br /> 4 100 1011041071-3 2130 6 150 011061120-6 26-30 <br /> DIMENSIONAL DATA <br /> Nominal External Pressure <br /> Nominal Wall Max. Rating <br /> Nominal Nominal Nominal Pressure! Mill Test <br /> Pipe I.D. O.D. Thickness Weight Temperature Pressure (psi glN1Pa <br /> ) <br /> Size (in./ (InJmin) <br /> /ky <br /> lir) pnJmin) (InJmm) Thickness (lbs.lft -m) Max.Rating (psiglNlPa) 75°F/24°C 150OF166°C <br /> (InJmm) <br /> 2 2.235 2.375 .070 0.5 250 psig @ 150°F 375 85 1 80 <br /> 50 57 61 1.78 0.74 1.72 MPa @ 66'C 2.59 .57 .55 <br /> 3 3.360 3.500 .070 0.7 175 psig @ 150°F 300 36 34 <br /> 80 85 90 2.54 1.04 1.21 MPa @ 66'C 2.07 .25 .23 <br /> 4 4.360 4.560 .085 1.2 125 psig @ 150°F 265 34 30 <br /> 100 111 116 2.16 1.79 0.86 MPa @ 66'C 1.83 23 .21 <br /> RED THREAD NA Bending Radius,Minimum <br /> PROPERTY si 75'F MPa(iD 24 C sl 150°P MPa 66'C Norrninal <br /> Axial Tensile(ASTM D2105) Plpa Size <br /> Ultimate Stress 10,300 71.0 8,200 56.5 (Inches) <br /> Design Stress 2,575 17.8 2,050 14.1 Ft. 75 110 140 204 <br /> Modulus of Elasticity 1.82 x 106 12548 1.42 x 105 9791 m 21.3 33.5 42.7 162.2 <br /> Axial Compression(ASTM D695) (1) All values except pressure-temperature <br /> Ultimate Stress 33,300 230.0 25,600 177.0 maximum rating are nominal values. Tolerances <br /> Design Stress 8,300 57.2 6,400 44.1 or maximumumintnum limits can be obtained <br /> Modulus of Elasticity 1.26x 106 8687 .89X 105 6136 fmm Smth Fibercast. <br /> (2) All SIM can accept NII vacuum pressures <br /> Beam Bending(SFPTM) at madman temperature ratings. <br /> Ultimate Stress 23,000 159.0 19,200 132.0 (3) ultimate and allowable design stresses are <br /> Design Stress(4) 2,900 20.0 2,400 16.5 based on minknum reimomed wall thickness. <br /> Modulus of Elasticity 2.18 x 105 15031 1.70 x 106 11721 0299e manufactured in canplance with ASTM <br /> (Long Term per ASTM D2925) (4) Design bending Suess is try of ultimate to <br /> Hydrostatic Burst(ASTM 01599) <br /> account combined stress(i.e.bending and <br /> pressure). <br /> Ultimate Hoop (5) Design stress is Dared on long term Cyclic <br /> Tensile Stress 34,000 234 39.200 271 fatigue data using ASTM D2992 test method. <br /> Hydrostatic Design(ASTM 02992) 2"-3" 2"&3" 2"&3" 2"&3" However,all testing is not compete at time or <br /> Procedure A 9,410(5) 64.9(5) 7,4000) 51131 drm <br /> P n0 <br /> (6) For REO THREAD UA pipe the hydrostatic <br /> Cyclic 150 x 106 4"-6" 1 4"-6" 4"-6" 4"-6" cyclic design stress was determined at 150•am <br /> Cycles 13,040(6) 89.9(6) 10,450 72.1 200•F,per ASTM D2992 Procedure A. Based <br /> CoeMcient of Linear 0.88 x 10,5InAn-PF 13 6 this .the extrapolated value a[75F Is <br /> 0330 <br /> Thermal Expansion(SFPTM) 1.58 x 10-5mm/mmrC (7) For RED THREAD IIA pipe the hydrostatic <br /> cyclic smiss was <br /> Specific Gravity 1.8 F per ASTM 02992 Procedure Aieased <br /> O <br /> Flow Factor on this data.the extrapolated value at 15WF Is <br /> Hazen-Wllllams Coetrlciem 150 7,400 psi. <br /> 4 <br /> PAGE 77 <br />
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