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INSTALL_2014 B100
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2300 - Underground Storage Tank Program
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PR0505264
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INSTALL_2014 B100
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Last modified
8/11/2021 11:07:34 AM
Creation date
11/5/2018 3:05:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2014 B100
RECORD_ID
PR0505264
PE
2361
FACILITY_ID
FA0006672
FACILITY_NAME
FLYING J TRAVEL PLAZA #618*
STREET_NUMBER
1501
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22811017
CURRENT_STATUS
01
SITE_LOCATION
1501 N JACK TONE RD
P_LOCATION
05
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\1501\PR0505264\INSTALL FILE B100 2014.PDF
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EHD - Public
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A PM Ir <br /> t^. <br /> I. <br /> tlualoy 30130;`€CX piping systems arQ clesicgnecl to functicn at tednperatures ranging from -40 to 150T (-40 to <br /> WO)at service pressures betweon -f and 13.8 bar. Dualoy 300[?tLCX pipe conforms to ASTM D2.310,D2517 <br /> and D2996. 1, <br /> i <br /> I <br /> Typicail Physicza! Properties of Primary Pipe I' <br /> ..-rty� Val e ASTM <br /> Btu-in/(h•ft-'`F) 1,7 <br /> Thermal conductivity 0177 <br /> Wjin C 7,6 <br /> Linear ther€nalexpansion ip-e'srtlin,'F IJ69ti <br /> 10- cm;CtT3j 15-3 <br /> Friction factor Hazen-WilliaitTs 150.0 — <br /> Absolute roughness 10 e ft 15.0 <br /> 14 to 4,6 <br /> Specific gravity 1.81 D792 = <br /> Barcol Hardness Impressor 934-€ 65.0 D2583 <br /> oa[�Sil <br /> ical Mechanical Properties of Primary Pipe <br /> ASTM- <br /> te strength <br /> tongitudinal 103 psi 35,0 D2105 <br /> MPA 241,0 <br /> Circumferentiae 10,psi 70.0 D1599 <br /> MPA 463.0 <br /> Tonsile modulus <br /> Longitudinal 1011 psi 2.5 D2105 <br /> OPa 17.2 <br /> Circumferential 106 psi 3.8 1{a5TM <br /> Gpa 26.2 <br /> Compressive strength <br /> Longitudinal 101 psi 24.5 FGSTM <br /> MPa 166.9 <br /> Compressive modulus <br /> Longitudinal 101 psi 2.6 FGSTM <br /> GPa 17.8 <br /> C%yc#ic 303 psi 8.0 D2.992(A) <br /> MPa 5510 <br /> Poisson's Ratio''- <br /> V — 0.16 FGSTM <br /> v — 0.17 FGSTM <br /> r <br /> Bated on structural watt thickness. <br /> The first subscript dcnotes the direction;of applied stress <br /> and the second that of measured contraction <br /> x denotes longitudinal directio:i. <br /> y denotEv circumierential direction, <br /> 3 <br />
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