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INSTALL_2003
Environmental Health - Public
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2300 - Underground Storage Tank Program
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PR0506488
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INSTALL_2003
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Last modified
11/19/2024 1:51:30 PM
Creation date
11/5/2018 8:20:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2003
RECORD_ID
PR0506488
PE
2361
FACILITY_ID
FA0007458
FACILITY_NAME
7-ELEVEN INC #32190
STREET_NUMBER
4943
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95215
CURRENT_STATUS
01
SITE_LOCATION
4943 S HWY 99
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\4943\PR0506488\2003 INSTALL .PDF
标签
EHD - Public
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0 <br /> UL/ULC Listed RED THREAD® IIA Piping <br /> PIPE DIMENSIONS AND RATINGS <br /> DIMENSIONALDATA <br /> External Pressure <br /> Nominal Nominal Nominal Nominal Wall Nominal Mill Test Random <br /> Pipe Size-- I.D. O.D. Thickness Weigyh[ Pressure-Temp. Pressure Max.Rating(prig/MPa) Lenggths <br /> (In.) (inJmm) (in./mm) (fn./mm) (lbs:ft./kp-m) Max.Rating (psig) 75'F/24'C 150'f/66'C (ft./m) <br /> 2 2.235 2.375 0:070 0.4 I 250 psig @ 150'F I 375 I 85 81 I 15 <br /> or <br /> 3.360 3.500 1 0.070 1 0.6 I 175 psig1p. <br /> 150•F, I 300 36 34 22.25 <br /> 4 i A369: 4 530 0.085 1 0 125 psig,9 150 F 26- 34 30 <br /> i <br /> TYPICAL PHYSICAL <br /> PROPINTIEVs <br /> PROPERTY 1 2',3',4'RED THREAD'IIA Pipe gentling Radius.Minimum <br /> psi @ 75'F 'AP., psi @ 1501 i APa –-6' Nominal i <br /> i Pipe Size 2- i 3' 4' <br /> Axial Tensile(ASTM 02105) <br /> Ultimate Stress 10.300 8.200 (inches) <br /> Design Stress 2.75 2.050 I 1 75 110 140 <br /> Modulus of Elasticity 1.82 x 1D' 1.42 x 10' . . . ft. , <br /> Axial Compression(ASTM 0695) g.3 0 6.400.60 <br /> P 33.300 25.600 <br /> Ultimate Stress - in - <br /> Design Stress 1.26 x 10' ! .89 x 10' – <br /> Modulus of Elasticity - <br /> Beam Bending(SFPTM) l <br /> Ultimate Stress 23.000 19.200 <br /> Desion Stress" 2.900 2.400 _ <br /> Modulus of Elasticity 2.18 x 10' _ 1.70 x 10` 7 _ `-_. <br /> (Long Term per ASTM 02925) ! } t �• - – ii j e <br /> r—� ..c.=r. w <br /> Hydrostatic Burst(ASTM D1599) <br /> Ultimate Hoop 35.000 41.000 <br /> Tensile Stress <br /> Hydrostatic Design(ASTM D2992) Z"s 3" 2"S 3 ' `')3 _.•' <br /> Procedure A9 i 9.410"' _ 7,J00" - I —yT� •/�� „���? t )`;- <br /> Cyclic 150 x 10' .. . ��tttt / , _ • -- <br /> Cycles 13.030'' ! 10.450 —„' <br /> Coefficient of Linear I 0.88 x 10' • ` <br /> Thermal Expansion(SFPTM) 1• f11T�'T"' „ ' �"� <br /> Specific Gravity 1.8 <br /> Flow Factor <br /> Hazen-Williams Coefficient 150 / <br /> s <br /> (1) All values except pressure-temperature (6) Design stress is eased on long term cyclic fatigue <br /> maximum rating are nominal values.Tolerances or Data using ASTM D2992 test method.However,all is <br /> maximum/minimum limits on be obtained from testing is not complete at time of printing. <br /> Smith Fibercast. (7) For RED THREAD IIA pipe the hydrostatic i1Rs <br /> (2) All sizes can accept full vacuum pressures at cypaC Design stress was derermineo at 150'ane <br /> maximum temperature ratings. 2001.per ASTM 02992 Procedure A.Based on this <br /> (3) Non-UL Listed 6'seconoary containment piping is Data.the extraootated value at 751 is 13.030 psi. <br /> also available from Smith Fibercast. (8) For RED THREAD IIA pipe me nyorostatic cyclic <br /> (4) ultimate and allowaole design stresses are design stress was determined at 75'and 2001.per <br /> Dased on minimum reinforced wall thickness.Pipe is ASTM D2992 Procedure A.Based on in-s Data.me <br /> manufactured in compliance with ASTM D2996. extrapolated value at 150-F is 7.400 psi. R <br /> (5) Design bending stress is 1/8 of ultimate to <br /> account for comomM stress 0.e,benoirg and <br /> pressures. <br />
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