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COMPLIANCE INFO_1997-2002
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0506796
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COMPLIANCE INFO_1997-2002
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Last modified
8/12/2021 4:13:51 PM
Creation date
6/23/2020 6:57:47 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1997-2002
RECORD_ID
PR0506796
PE
2361
FACILITY_ID
FA0007634
FACILITY_NAME
ARCO AM PM #82602*
STREET_NUMBER
2430
STREET_NAME
JOE POMBO
STREET_TYPE
PKWY
City
TRACY
Zip
95376
APN
214-020-200-000
CURRENT_STATUS
01
SITE_LOCATION
2430 JOE POMBO PKWY
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\UST\UST_2361_PR0506796_2430 JOE POMBO_1997-2002.tif
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EHD - Public
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Aft AM <br /> Typical physical Dualoy 3000/L piping systems are designe function at temperatures ranging <br /> properties from-40 to 150°F(40 to 66°C)at service pressures between-1 and 20 bar. <br /> Dualoy 3000/L pipe conforms to ASTM D2310,D2517 and D2996. <br /> Method <br /> Pipe Property' Units Value ASTM ATM' <br /> Thermal conductivity Btu•in/(h•ft2•°F) 1.7 C177 23 <br /> W/m•°C 7.6 <br /> Linear thermal expansion 10-6 in/inrF 8.5 D696 21 <br /> 10-6 cm/cm/°C 15.3 <br /> Friction factor Hazen-Williams 150 — 156 <br /> Absolute roughness 10-6 ft 50 — — <br /> 10-6 m 15 <br /> Specific gravity — 1.81 D792 <br /> Barcol Hardness Impressor 934-1 65 D2583 — <br /> 1) Ameron test method. <br /> Typical mechanical Method <br /> properties Pipe Property, Units Value' ASTM ATM2 <br /> Tensile strength <br /> Longitudinal 103 psi 35.0 D2105 161 <br /> MPa 241 <br /> Circumferential 103 psi 70.0 D1599 151 <br /> MPa 483 <br /> Tensile modulus <br /> Longitudinal 106 psi 3.0 D2105 161 <br /> GPa 20.7 <br /> Circumferential 106 psi 4.2 — — <br /> GPa 29.0 <br /> Compressive strength <br /> Longitudinal 103 psi 35.0 — 142 <br /> MPa 241 <br /> Compressive modulus <br /> Longitudinal 106 psi 3.0 — 142 <br /> GPa 20.7 <br /> Long-term hydrostatic <br /> design basis <br /> Static 103 psi 31.5 D2992(13) — <br /> MPa 217 <br /> Cyclic 103 psi 8.0 D2992(A) — <br /> MPa 55 <br /> Poisson's ratio3 <br /> vm _ 0.16 — — <br /> vKY 0.26 — — <br /> 1) Based on structural waif thickness. <br /> 2) Ameron test method. <br /> 3) The first subscript denotes the direction of contraction <br /> and the second that of the applied stress. <br /> x denotes longitudinal direction. <br /> y denotes circumferential direction. <br /> Nominal <br /> Pipe Size Stiffness Factor, <br /> (in) (mm) (lb•in'/in2) (N-m) <br /> 2 50 45 5.1 <br /> 3 80 75 8.5 <br /> 4 100 60 6.8 <br /> 6 150 275 31.1 <br /> 1) At 5%deflection. <br /> 3 <br />
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