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COMPLIANCE INFO_2023
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2300 - Underground Storage Tank Program
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PR0231320
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COMPLIANCE INFO_2023
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Entry Properties
Last modified
12/1/2023 9:46:46 AM
Creation date
1/18/2023 8:57:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2023
RECORD_ID
PR0231320
PE
2361
FACILITY_ID
FA0003602
FACILITY_NAME
TESORO (SPEEDWAY) 68151
STREET_NUMBER
35
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04318003
CURRENT_STATUS
01
SITE_LOCATION
35 N CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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Typical nhechanical Properties <br /> 29°C 200° F 93°C <br /> Pipe Property 75°F Method <br /> psi MPa psi Mpa <br /> AxiatTensile <br /> Ultimate Stress 9,530 653 6,585 145 .4 ASTMHD2 <br /> Modulus of Elasticity 1 .68 x 106 11, 584 1.42 x 106 9,791 ASTM <br /> Poisson 's Ratio v (v )f'i 0.35 (0.61) <br /> Axial Compression <br /> Ultimate Stress 12510 186.3 6,5611 59.0 ASTM11695 <br /> Modulus of Elasticity 0. 677 x 106 14j668EE 0.379 x 106 20613 ASTM D695 <br /> Beam Bending <br /> Modulus of Elasticity (Long Term) 117,927 10.718 x 106 14, 951 JASTMD2925 <br /> Hydrostatic Burst <br /> Ultimate Hoop Tensite Stress 40,150 277 36 ,4811 252 ASTM 111599 <br /> Hydrostatic Hoop Design Stress <br /> Static 20 Year Life LTHS - 95% LCL - 18, 203 - 14,689 1125 ,5 - 101, 3 ASTM D2992 - Procedure B <br /> Static 50 Year Life LTHS - 95Rb LCL - 16,788 - 13,142 1115.7 90.6 1 ASTM D2992 - Procedure B <br /> Parallel Plate <br /> Hoop Modulus of Elasticity 3 , 02 x 106 120, 822 1 ASTM D2412 <br /> Shear Modulus 11 ,76 x 106 112, 135 11.63 x 106 111 , 250 <br /> Typical Physica ( Properties Ultimate Collapse Pressure <br /> Pipe Property Value Value MethodCollapse Pressurel'x3il4i <br /> Size <br /> psig Mpa <br /> Thermal <br /> Conductivity 0.23 BTU/hr°ft°°F 0.4 W/m°C ASTM D177 in mm 75°F 150°F 24°C 66°C <br /> 2 50 177 133 1.22 0.92 <br /> Thermal 10.7 x 10.61n/1n °F 19.3 x 10-6mm/mm °C ASTM D696 3 80 171 129 1018 0.89 <br /> Expansion 4 100 69 51 0,48 0. 35 <br /> Absolute 0.00021 In 0.00053 mm 6 150 69 51 0,48 o. 35 <br /> Roughness <br /> Specific Gravity 1 .8 ASTM D792 pipe Length <br /> io Vh. 0 The ratio or axial strain to hoop sera In resulting from stress In the hoop direction, <br /> V°„ The ratio of hoop strain to axial strain resulting from stress In the axial direction. size Standard Random <br /> W The differential pressure between internal and external pressure which causes collapse, in mm ft +4, 57 <br /> ft 111 A0.67 design facto r is recommended for short duration vacuum service. A fu It vacuum is equalto A7 psig (0,101 We) differential pressure at sea level. 2-6 50-150 15 22-25 1 6 ,7-7.(32 <br /> N A 0.33 clsJgnfactorisrecommended for sustained Dong•term) dlffetentialcollapsepressure <br /> design and operation. <br /> National 011welIVarcohas produced thIsbrochure for general Fiber Glass Systems <br /> Information only, and it is notintended fordesign purposes, 17115 San Pedro Avenue, Ste 200 <br /> Although every effort has been made to maintain the accuracy and UL ' !� <br /> rellabilityof Its contents, National 011wellVarco in noway assume$ San Antonio, Texas 78232 USA Y <br /> responsibility for liability forany loss, damageor Injury resulting Phone: 210 477 7500 <br /> fromthe use of Information and data herein nor Is anywarranty Fax: 210 477 7560 LISTED <br /> expressed or implied. Always cross-reference the bulletin date <br /> with the most current version listed at the web site noted in this <br /> literature, <br /> 0 2017 National oliwell Varco All rights reserved <br /> FH1200ENG February 2017 <br /> Fiber G"Alass Systems I K63Ycompletion onS fgspipe@nov, com novcom/fgs <br /> Production Solutions <br />
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