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COMPLIANCE INFO_2003
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2300 - Underground Storage Tank Program
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PR0507204
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COMPLIANCE INFO_2003
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Last modified
2/16/2021 3:57:05 PM
Creation date
6/23/2020 6:58:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2003
RECORD_ID
PR0507204
PE
2361
FACILITY_ID
FA0007735
FACILITY_NAME
7-ELEVEN INC #32262
STREET_NUMBER
2360
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
23819001
CURRENT_STATUS
01
SITE_LOCATION
2360 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0507204_2360 W GRANT LINE_2003.tif
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EHD - Public
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• <br /> UL/ULC Listed RED THREADO IIA Piping <br /> PIPE DIMENSIONS AND RATINGS <br /> Big= 1 11 <br /> External Pressure <br /> Nominal Nominal Nominal Nominal Wall Nominal Mill Test Random <br /> Pressure-Temp. Pressure Max.Rating(psig/MPa) Lengths <br /> Pipe Size"' L0. O.D. Thickness Weight Max.Ratin P si 75'F/2a'C 150°F/66'C (ft./m) <br /> III (in.) (in./mm) (in./mm) (in./mm) (lbs.-ft./ko-m) g (P g) <br /> I 2 I 2.235 i 2.375 i 0.070 15 <br /> I 0.4 I 250 psYg @ 150°F � 375 I 85 81, or <br /> 3 3.360 3.500 0.070 0.6 <br /> 175 psig 140`F• I 300• 36 34 I 22-25 <br /> i 4.360 i 4.530 j 0.085 1.0 125 psig @ 150'F I 265 1 's4 30 <br /> I 4 � � I <br /> PROPERTY 2",3",4"RED THREAD'IIA Pipe Bending Radius,Minimum <br /> psi @ 75'F >. psi @ 150°F :1Pa -.^i'� Nominal <br /> Axial Tensile(ASTM D2105) 8.200 Pine Size 2" 3" 4' <br /> (inches) <br /> Ultimate Stress '0.300 2. 050 I <br /> Design Stress 57� Ft. 75 I 110 140 <br /> Modulus of Elasticity 1.82 x 10° 1.42 x 10° <br /> Axial Compression(ASTM D695) <br /> 33.300 25.600 <br /> � .n i <br /> Ultimate Stress 8.300 6.400 <br /> Design Stress 1.26 x 10' : .89 x 10° <br /> Modulus of Elasticity <br /> Beam Bending(SFPTM) 19.200 <br /> Ultimate Stress 23,000 I <br /> Design Stress" 2.900 2.400 <br /> l j <br /> � Modulus of Elasticity � 2.18 x 10s 1.70 x 101 i•* -Vis! e _ -�_,.'"" •- <br /> (Long Term per ASTM D2925) <br /> Hydrostatic Burst(ASTM 01599) <br /> Ultimate H000 35 41,000 <br /> I - .000 <br /> :ensile Stress <br /> Hydrostatic Design(ASTM D2992) 2 &3" 2.•$'.. ( , r <br /> ?rocedure A 9.410" _ 7.400"' -r..�r. �®�� s+ i !� ;! <br /> Cyclic 150 x 10' 4.. "! " s <br /> Cycles 13.030... 10.450 11.✓: _ ± .�. <br /> Coefficient of Linear 0.88 x 10'm./in./°F : +� <br /> Thermal Expansion(SFPTM) <- <br /> l.s . <br /> Specific Gravity «. <br /> Flow Factor 150 <br /> Hazen-Williams Coefficient <br /> (1) All values except pressure-temperature (6) Desion stress is based on long term cyclic fatigue <br /> maximum rating are nominal values.Tolerances or data using ASTM 02992 test method.However,all yy� <br /> maxnnum/minimum limas can be obtained from testings not complete at time of printing. <br /> Smith Fibercast. (7) For RED THREAD 11A pipe the hydrostatic <br /> (2) All sizes can accept full vacuum pressures at cyclic design stress was determined at 150'and <br /> maximum temperature ratings. 2001.per ASTM D2992 Procedure A.Based on this <br /> (3) Non-UL Listed 6-secondary containment piping is data,the extrapolated value at 757 is 13.030 psi. <br /> also available from Smith Fibercast. (8) For RED THREAD IIA pipe the hydrostatic cyclic <br /> (4) Ultimate and allowable design stresses are design stress was determined at 75'and 2001,per <br /> based on minimum reinforced wall thickness.Pipes ASTM 02992 Procedure A.Based on this data.thee <br /> manufactured in compliance with ASTM 02996. extrapoiateo value at 1501 is 7.400 psi. <br /> (5) Design bending stress is 1/8 of ultimate to <br /> account for combined stress(i.e.bending and <br /> pressure). <br />
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