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INSTALL 2002
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1987
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2300 - Underground Storage Tank Program
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PR0517565
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INSTALL 2002
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Last modified
11/19/2024 10:19:48 AM
Creation date
2/28/2019 5:01:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2002
RECORD_ID
PR0517565
PE
2361
FACILITY_ID
FA0013503
FACILITY_NAME
SAFEWAY FUEL CENTER #2600
STREET_NUMBER
1987
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
1987 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
KBlackwell
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EHD - Public
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Typicai physical <br />Dualoy 3000/L piping systems'are designed to function at temperatures ranging <br />Toper$ies <br />from -40 to 150°F (-40 to 66°C) at service pressures between -1 and 20 bar. <br />(in) (mm) <br />Dualoy 3000/L pipe conforms to ASTM D2310, 02517 and 02996. <br />2 50 <br />45 5.1 <br />3 80 <br />75 8.5 <br />4 100 <br />Method <br />6 150 <br />Pipe Property' <br />Units <br />Value <br />ASTM ATM' <br />Thermal conductivity <br />Stu•in/(h•ft2•°F) <br />1.7 <br />C177 23 <br />W/m•°C <br />7.6 <br />Linear thermal expansion <br />10-6 inAn/°F <br />8.5 <br />D696 21 <br />10-6 cm/cm/°C <br />15.3 <br />Friction factor <br />Hazen -Williams <br />150 <br />— 156 <br />Absolute roughness <br />10-6 ft <br />50 <br />— <br />10-6m <br />15 <br />Specific gravity <br />— <br />1.81 <br />D792 <br />Barcof Hardness <br />Impressor 934-1 <br />65 <br />02583 — <br />1) Ameron'test method. <br />_.-Typical mechanical. __—.-_----- ___.__._._.__._ <br />_.� _..._. _ -. <br />Method <br />properties <br />Pipe Property' <br />Units <br />Value' <br />ASTM ATMZ <br />Tensile strength <br />Longitudinal <br />103 psi <br />35.0 <br />D2105 161 <br />MPa <br />241 <br />Circumferential <br />103 psi <br />70.0 <br />D1599 151 <br />MPa <br />483 <br />Tensile modulus <br />Longitudinal <br />106 psi <br />3.0 <br />D2105 161 <br />GPa <br />20.7 <br />Circumferential <br />.106 psi <br />4.2 <br />— — <br />GPa <br />29.0 <br />Compressive strength <br />Longitudinal <br />103 psi <br />35.0 <br />— 142 <br />MPa <br />241 <br />Compressive modulus <br />Longitudinal <br />106 psi <br />3.0 <br />— 142 <br />GPa <br />20.7 <br />Long-term hydrostatic <br />design basis <br />Static <br />103 psi <br />31.5 <br />D2992(B) - <br />---- - <br />MPa <br />217 <br />Cyclic <br />103 psi <br />8.0 <br />D2992(A) — <br />MPa <br />55 <br />Poisson's ratio,' <br />v _ 0.16 — — <br />V_ _ 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 <br />Stiffness Factor' <br />(in) (mm) <br />(lb-in-1/in 2) (N -m) <br />2 50 <br />45 5.1 <br />3 80 <br />75 8.5 <br />4 100 <br />60 6.8 <br />6 150 <br />275 31.1 <br />1) At 5% deflection. <br />3 <br />
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