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COMPLIANCE INFO_1998-2003
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2300 - Underground Storage Tank Program
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PR0231876
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COMPLIANCE INFO_1998-2003
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Last modified
11/16/2023 11:23:59 AM
Creation date
6/3/2020 9:54:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1998-2003
RECORD_ID
PR0231876
PE
2361
FACILITY_ID
FA0000421
FACILITY_NAME
DINO MART
STREET_NUMBER
1001
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
1001 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\UST\UST_2361_PR0231876_1001 E YOSEMITE_1998-2003.tif
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EHD - Public
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r4omNominaI14: Nominal Nominal Wall Nominal Milt Test External Pressure Random <br />. O.D. Thickness Weight Pressure -Temp. Pressure Max. Rating (prig/MPa) Lenggtthhsmm) (in./mm) (in./mm) (Ibs.-ft./kg-m) Max. Rating (psig) 75'F/24'C 150'F/66'C (ft.Jm)235 2.375 0.070 0.4 250 psig @ 150° F 375 88 79 15 <br />56.77 60.33 1.78 0.60 1.72 MPa @ 66.5'C 2.59 .61 .54 or <br />3 3.360 3.500 0.070 0.8 175 psig @ 150° F 300 29 24 22-25 <br />85.34 88.90 1.78 1.19 1 1.21 MPa @ 66.5'C 2.07 .20 .17 <br />4 4.360 4.530 0.085 1.0 125 psig @ 150° F 265 34 30 or <br />110.74 115.06 2.16 1.49 0.86 MPa @ 66.5'C 1.83 .23 .21 6.7 -7.6 <br />�ICAL PHYSICAL •® <br />Nominal <br />Pipe Size <br />inches <br />PROPERTY <br />2% 3", 4" RED THREAD' IIA Pipe <br />4" <br />psi @ 75'F <br />MPa @ 24'C psi @ 1501 <br />MPa @ 66'C <br />Axial Tensile (ASTM D2105) <br />m <br />21.3 <br />33.5 <br />Ultimate Stress <br />15,200 <br />104.8 13,300 <br />91.7 <br />Design Stress <br />3,800 <br />26.2 3,325 <br />22.9 <br />Modulus of Elasticity <br />1.80 x 106 <br />12411 1.4 x 106 <br />9653 <br />Axial Compression (ASTM D695) <br />Ultimate Stress <br />33,300 <br />230.0 25,600 <br />177.0 <br />Design Stress <br />8,300 <br />1.26 x 106 <br />57.2 6,400 <br />8687 x 106 <br />44.1 <br />6136 <br />Modulus of Elasticity <br />.89 <br />Beam Bending (SFPTM) <br />Ultimate Stress <br />23,000 <br />159.0 NA <br />NA <br />Design Stress" <br />2,900 <br />20.0 1,800 <br />12.4 <br />Modulus of Elasticity2.18 <br />x 106 <br />15031 1.79 x 106 <br />12342 <br />(Long Term per ASM D2925) <br />Hydrostatic Burst (ASTM D1599) <br />Ultimate Hoop <br />Tensile Stress <br />35,000 <br />241.0 41,000 <br />283.0 <br />Hydrostatic Design (ASTM D2992) <br />2" St 3" <br />2" St 3" 2" St 3" <br />2" be 3" <br />Procedure A <br />9,410(6) <br />64.9'11 7,40018' <br />51 91 <br />Cyclic 150 x 106 <br />4" <br />4" 4" <br />4" <br />Cycles <br />13,030'" <br />89.8 10,450 <br />72.1 <br />Coefficient of Linear <br />0.88 x 10-' in./in./'F <br />Thermal Expansion (SFPTM) <br />1.58 x l0 mm/mm/'C <br />SPecific Gravity <br />1.8 <br />Flow Factor <br />Hazen -Williams Coefficient <br />150 <br />Bending Radius, Minimum <br />Nominal <br />Pipe Size <br />inches <br />2" <br />3" <br />4" <br />Ft. <br />70 <br />110 <br />140 <br />m <br />21.3 <br />33.5 <br />42.7 <br />(1) All values except pressure -temperature <br />maximum rating are nominal values. <br />Tolerances or maximum/minimum limits <br />can be obtained from Smith Fiberglass <br />Products Inc. <br />(2) All sizes can accept full vacuum pressures at <br />maximum temperature ratings. <br />(3) UL Listed 5" secondary containment piping <br />and Non -UL Listed 6" secondary <br />containment piping are also available from <br />Smith Fiberglass Products Inc. <br />(4) Ultimate and allowable design stresses are <br />based on minimum reinforced wall <br />thickness. Pipe is manufactured in <br />compliance with ASTM D2996. <br />(5) Design bending stress is 1/8 of ultimate to <br />account for combined'stress (i.e. bending <br />and pressure). <br />(6) Design stress is based on Ion term cyclic <br />fatigue data using ASTM D2992 test <br />method. However, all testing is not <br />complete at time of printing. <br />(7) Far RED THREAD IIA pipe the hydrostatic <br />cyclic design stress was determined at 150' <br />and 200'F, per ASTM D2992 Procedure A. <br />Based on this data, the extrapolated value at <br />75'F is 13,030 psi. <br />(8) For RED THREAD IIA pipe the hydrostatic <br />cyclic design stress was determined at 75' <br />and 2001, per ASTM D2992 Procedure A. <br />Based on this data, the extrapolated value at <br />1501 is 7,400 psi. <br />It is the policy of Smith Fiberglass Products to improve its products continually. In accordance with that policy, the right is reserved to make changes in specifications, <br />descriptions and illustrative material contained in this manual as conditions warrant. The information contained herein is general in nature and is not intended to express any <br />warranty of any type whatsoever nor shall any be implied. <br />MEMBER <br />�E1 <br />I <br />1 <br />14*11110 1777 Little A.(M AR +:(:A3477 W(hitb,rK5. <br />A Subsidiary of A.O. Smith Corporation <br />2700 West 65th Street • Little Rock, Arkansas 72209-8592 • Telephone (501)568-4010 • FAX (501)568-4465 <br />URL: http://www.aosmith.com/sfp <br />®Copyright 1992 Smith Fiberglass Products Inc. <br />8 and *M Trademarks of Smith Fiberglass Products Inc. PRINTED IN U.S.A. 7.5M1196 <br />
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