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INSTALL 2007 PARTIAL TANK TOP UPGRADE & EVR
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2300 - Underground Storage Tank Program
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PR0231861
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INSTALL 2007 PARTIAL TANK TOP UPGRADE & EVR
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Last modified
3/7/2019 12:18:21 PM
Creation date
3/7/2019 10:51:10 AM
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EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2007 PARTIAL TANK TOP UPGRADE & EVR
RECORD_ID
PR0231861
PE
2361
FACILITY_ID
FA0003601
FACILITY_NAME
ARCO STATION #826951*
STREET_NUMBER
130
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205-5561
APN
15502064
CURRENT_STATUS
01
SITE_LOCATION
130 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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KBlackwell
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EHD - Public
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"Dec 06 2007 5: 27PM CRRBONTECH 9098643032 P. 10 <br /> Typical physical Dualoy 3000/1-piping systems are designed to function at temperatures ranging <br /> properpes 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/in/"F 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 /> propelydes 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 4133 <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 /> vy. _ 0.16 — — <br /> VI 0.26 — — <br /> 1) Based on structural wall 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.ins/ins} (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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