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INSTALL_2004
Environmental Health - Public
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2300 - Underground Storage Tank Program
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INSTALL_2004
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Last modified
2/28/2020 10:41:34 PM
Creation date
2/27/2020 3:48:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2004
RECORD_ID
PR0521537
PE
2371
FACILITY_ID
FA0014623
FACILITY_NAME
WEST VALLEY AUTO SERVICE LLC
STREET_NUMBER
2615
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21229017
CURRENT_STATUS
01
SITE_LOCATION
2615 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
KBlackwell
Tags
EHD - Public
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vveanesaay, June U1, LUU4 11:14 AM Art Gomez 510-494-1596 p.04 <br /> UL/ULC Listed RED THREAD' IIA Piping <br /> Jill <br /> PIPE DIMENSIONS AND RATINGS <br /> DIME, • „A , <br /> Nominal Nominal Nominal Nominal Wall Nominal Mill Test External Pressure Random <br /> Pipe Size"' I.D. 0.D. Thickness Wei ht Pressure-Temp. Pressure Max.Rating (prig/Mpa) Lengths <br /> (in.) (in./ :: ) (in./-<.r:) (in./,.: :) (lbs.-ft./ ) Max.Rating (psig) 75'F/ 150°F/ (ft. <br /> ) <br /> 2.235 2.375 0.070 0.4 250 psig @ 150°F 375 85 81 15 <br /> or <br /> 3 3.360 3.500 0.070 0.6 175 psig @ 150'F 300 36 34 22-25 <br /> 4 4.360 4.530 0.085 1.0 125 psig @ 150°F 265 34 30 <br /> TYPICAL < PROPER <br /> PROPERTY 2",3",4"RED THREAD`IIA Pipe Bending Radius,Minimum <br /> psi @ 75'F psi @ 150°F <br /> Nominal <br /> Axial Tensile(ASTM D2105) Pipe Size 2' <br /> Ultimate Stress 10,300 8,200 (inches) <br /> Design Stress 2,575 2,050 <br /> Modulus of Elasticity 1.82 x 101 1.42 x 101 Ft. 75 110 140 <br /> Axial Compression(ASTM D695) 33,300 25,600 <br /> Ultimate Stress 8,300 6,400 <br /> Design Suess 1.26 x 101 .89 x 106 <br /> Modulus of Elasticity <br /> Beam Bending(SFPTM) <br /> Ultimate Stress 23,000 i .1::i 19,200 ' <br /> Design Stressj' 2,900 2,400 <br /> Modulus of Elasticity 2.18 x 106 i ". 1.70 x 106 <br /> (Long Term per ASTM D2925) a rry %y <br /> A( <br /> Hydrostatic Burst(ASTM D1 599) <br /> Ultimate Hoop 35,000 41,000 <br /> Tensile Stress <br /> Hydrostatic Design(ASTM D2992) 2"&3" <br /> 2"&3. 1� f <br /> Procedure 9,410'6' 7,400'1} <br /> Cyclic 150 x 106 4" 4" <br /> Cycles 13,030"' 10,450 <br /> Coefficient of linear 0.88 x 10` n./n./'F ; <br /> Thermal SFPTM Expansion •'� i <br /> p ( ) r� <br /> Specific Gravity 1.8 t* <br /> Flow Factor <br /> Hazen-Williams Coefficient 150 <br /> (1) All values except pressure-temperature (6) Design stress is based on long term cyclic Fatigue r;.. ' <br /> maximum rating are nominal values.Tolerances or data using ASTM D2992 test method.However,all <br /> maximum/minimum limits can be obtained from testing is not complete at time of printing. <br /> Smith Fibercast. (7) For RED THREAD IIA pipe the hydrostatic <br /> (2) All sizes can accept full vacuum pressures at cyclic design stress was determined at 150`and d <br /> maximum temperature ratings. 200`F,per ASTM D2992 Procedure A,Based on this I <br /> (3) Non-UL Listed 6"secondary containment piping is data,the extrapolated value at 757 is 13,030 psi. (. , <br /> also available from Smith Fibercast. (8) For RED THREAD IIA pipe the hydrostatic cyclic <br /> (4) Ultimate and allowable design stresses are design stress was determined at 75'and 200'F,per <br /> based on minimum reinforced wall thickness.Pipe is ASTM D2992 Procedure A.Based on this data,the <br /> manufactured in compliance with ASTM D2996. extrapolated value at 150'F is 7,400 psi. 1° t <br /> (5) Design bending stress is 1/8 of ultimate to r <br /> account for combined stress(i.e.bending and IF. <br /> pressure). <br />
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