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COMPLIANCE INFO_1995-2006
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COMPLIANCE INFO_1995-2006
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Last modified
1/23/2023 3:13:14 PM
Creation date
6/23/2020 6:40:25 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1995-2006
RECORD_ID
PR0231072
PE
2361
FACILITY_ID
FA0002048
FACILITY_NAME
TESORO (SPEEDWAY) 68221
STREET_NUMBER
2705
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12121008
CURRENT_STATUS
01
SITE_LOCATION
2705 COUNTRY CLUB BLVD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\UST\UST_2361_PR0231072_2705 COUNTRY CLUB_1995-2006.tif
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EHD - Public
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U�/(JLC Listed RED *READO IIA Piping ib <br />PIPE DIMENSIONS AND RATINGS <br />Nominal <br />Nominal <br />Nominal <br />Nominal Wall <br />Nominal <br />Pipe SizeO1 <br />(in.) <br />I.D. <br />(in./mm) <br />O.D. <br />(in./mm) <br />ThicknessWeigght <br />(in./mm) <br />(lbs: ft./kg- <br />175 psig @ 150° F <br />2.235 <br />2.375 <br />0.070 <br />0.4 <br />2 <br />56.77 <br />60.33 <br />1.78 <br />0.070 <br />0.60 <br />0.6 <br />33 <br />3.360 <br />3.500 <br />3 <br />85.34 <br />88.90 <br />1.78 <br />1.19 <br />1.0 <br />33,300 <br />4.360 <br />4.530 <br />0.085 <br />4 <br />110.74 <br />115.06 <br />2.16 <br />1.49 <br />Pressure -Temp. <br />Max. Rating <br />Mill Test <br />Pressure <br />(psig) <br />External Pressure <br />Max. Rating (psig MPa) <br />75°F/24=C 1501/66', <br />250 psig @ 150° F <br />375 <br />85 I 81 <br />1.72 MPa @ 66.52C <br />2.59 <br />.57 =' <br />175 psig @ 150° F <br />300 <br />36 3 <br />1.21 MPa @ 66.5'C <br />. G7 <br />.25 3 <br />125 psig @ 150° F <br />265 <br />34 30 <br />0.86 MPa @ 66.5C <br />33 <br />.23 -' <br />(1) All values except pressure -temperature <br />maximum rating are nominal values. Tolerances or <br />maximum/minimum limits can be obtained from <br />Smith Fibercast. <br />(2) All sizes can accept full vacuum pressures at <br />maximum temperature ratings. <br />(3) Non -UL Listed 6" secondary containment piping is <br />also available from Smith Fibercast. <br />(4) Ultimate and allowable design stresses are <br />based on minimum reinforced wall thickness. Pipe is <br />manufactured in compliance with ASTM D2996- <br />(5) Design bending stress is 1/8 of ultimate to <br />account for combined stress (i.e. bending and <br />pressure). <br />(6) Design stress is based on long term cyclic fatlg-e <br />data using ASTM D2992 test method. Hove . all <br />testing is not complete at time of printing. <br />(7) For RED THREAD IIA pipe the hydrostatic <br />cyclic design stress was determined at 150' a- <br />2001, per ASTM D2992 Procedure A. Based -r his <br />data, the extrapolated value at 75'F is 13,039 <br />(8) For RED THREAD IIA pipe the hydrostatic c '' c <br />design stress was determined at 75' and 200 F, per <br />ASTM D2992 Procedure A. Based on this da'3, me <br />extrapolated value at 150'F is 7,400 psi. <br />4 <br />Random <br />Len <br />ggths <br />ggt <br />15 <br />or <br />22-25 <br />5.0 <br />or <br />6.7 - 7.6 <br />PROPERTY <br />2", 3", 4" RED THREAD" IIA Pipe <br />psi @ 75°F <br />MPa @ 24'C <br />psi @ 150°F MPa `C <br />Axial Tensile (ASTM D2105) <br />10,300 <br />71.0 <br />8,200 <br />Ultimate Stress <br />2 575 <br />17.8 <br />2,050 '- <br />Design Stress <br />1.82 x 106 <br />12548 <br />1.42 x 106 9 <br />Modulus of Elasticity <br />Axial Compression (ASTM D695) <br />33,300 <br />230.0 <br />25,600 <br />Ultimate Stress <br />8,300 <br />57.2 <br />6,400 <br />Design Stress <br />1.26 x 106 <br />3037 <br />.89 x 106 = <br />Modulus of Elasticity <br />Beam Bending (SFPTM) <br />23,000 <br />159.0 <br />19,200 - <br />Ultimate Stress <br />')^ r <br />1. � <br />2,400 <br />Design Stress's' <br />Modulus of Elasticity <br />2.18 x 106 <br />18 x 1 <br />?' <br />1 x 106 <br />(Long Term per ASTM D2925) <br />Hydrostatic Burst (ASTM D1599) <br />Ultimate Hoop <br />35,000 <br />2"', '' <br />41,000 <br />Tensile Stress <br />Hydrostatic Design (ASTM D2992) <br />y <br />9,410 cbr <br />- _ - <br />2"bt 3" - <br />7,400(e) <br />7,400 <br />Procedure A <br />. <br />4 <br />Cyclic 1 x 106 <br />13,03001 <br />39.8 <br />10,450 <br />es <br />Cycles <br />Coefficient of Linear <br />0.88 x <br />10 5 in./in./°f <br />Thermal Expansion (SFPTM) <br />1.8 <br />Specific Gravity <br />Flow Factor <br />150 <br />Hazen -Williams Coefficient <br />(1) All values except pressure -temperature <br />maximum rating are nominal values. Tolerances or <br />maximum/minimum limits can be obtained from <br />Smith Fibercast. <br />(2) All sizes can accept full vacuum pressures at <br />maximum temperature ratings. <br />(3) Non -UL Listed 6" secondary containment piping is <br />also available from Smith Fibercast. <br />(4) Ultimate and allowable design stresses are <br />based on minimum reinforced wall thickness. Pipe is <br />manufactured in compliance with ASTM D2996- <br />(5) Design bending stress is 1/8 of ultimate to <br />account for combined stress (i.e. bending and <br />pressure). <br />(6) Design stress is based on long term cyclic fatlg-e <br />data using ASTM D2992 test method. Hove . all <br />testing is not complete at time of printing. <br />(7) For RED THREAD IIA pipe the hydrostatic <br />cyclic design stress was determined at 150' a- <br />2001, per ASTM D2992 Procedure A. Based -r his <br />data, the extrapolated value at 75'F is 13,039 <br />(8) For RED THREAD IIA pipe the hydrostatic c '' c <br />design stress was determined at 75' and 200 F, per <br />ASTM D2992 Procedure A. Based on this da'3, me <br />extrapolated value at 150'F is 7,400 psi. <br />4 <br />Random <br />Len <br />ggths <br />ggt <br />15 <br />or <br />22-25 <br />5.0 <br />or <br />6.7 - 7.6 <br />
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