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INSTALL 2016 TANK TOP UPGRADE
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2300 - Underground Storage Tank Program
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PR0231435
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INSTALL 2016 TANK TOP UPGRADE
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Last modified
8/2/2019 3:32:32 PM
Creation date
8/2/2019 2:31:12 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2016 TANK TOP UPGRADE
RECORD_ID
PR0231435
PE
2361
FACILITY_ID
FA0000916
FACILITY_NAME
7-ELEVEN INC #19976
STREET_NUMBER
1399
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21633034
CURRENT_STATUS
01
SITE_LOCATION
1399 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
KBlackwell
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EHD - Public
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ULIULC Listed Red.11Mread@ IIA Piping SyWm <br /> RED THREAD IIA PIPINGNW <br /> RED THREAD IIA -^ <br /> RED THREAD 11A Primary Piping Secondary Containment Piping <br /> 5 ',( Nom. Pipe Size Pipe Length Nom. Pipe Size Pipe Length <br /> �. Part Number Part Number <br /> (In.) mm (ft.) (In.) mm (ft ) <br /> 2 50 01 020-069-1 15 3 80 011030-069-4 15 <br /> 2 50 01 020-069-2 22-25 3 80 011030-069-5 22-25 <br /> 2 50 011020-069-3 26-30 3 80 011030-069-6 26-30 <br /> 3 80 011030-069-1 15 4 100 011040-077-5 15 <br /> 3 80 011030-069-2 22-25 4 100 011040-069-5 22-25 <br /> 3 80 011030-069-3 26-30 4 100 011040-077-6 26-30 <br /> 4 100 011040-071-1 15 6 150 011060120-5 15 <br /> 4 100 011040-069-2 22-25 6 150 011060_120-4 22-25 <br /> 4 100 011040-071-3 26-30 6 150 1 011060-120-6 1 26-30 <br /> DIMENSIONAL DATA <br /> Nominal External Pressure <br /> Nominal WWII Max. Rating <br /> Nominal Nominal T Nominal Pressure/ Mill Test <br /> Pipe 1.D D Thic ness Weight Temperature Pressure (psig/ ) <br /> Size (In.l (In./ 1-11)(In./rnr}�) (InJ ) Thic nese (Ibs./ft./Icg-m) Max. Rating (psig/' ) 75"F/240C 150 F/66 C <br /> (I n./nim) <br /> 2 2.235 2.375 .070 0.5 250 psig @ 150°F 375 85 80 <br /> 08 0.74 1.72 POPa D 66°C ? <br /> 3 3.360 3.500 .070 0.7 175 psig @ 150°F 300 36 34 <br /> 1.04 1.21 fvlP3 Cid 6130 <br /> 4 4.360 4.560 .085 1.2 125 psig @ 150°F 265 34 30 <br /> Itt 1.7n 0.86 N11Pa lO 66°C 23 <br /> PROPERTY RED THREAD IIA Pipe Bending Radius, Minimum <br /> psi 75°F v1Pa@ 24°C psi 150°F 66T Nominal <br /> Axial Tensile (ASTM D2105) Pipe Size 2" 3" 4" 6" <br /> Ultimate Stress 10,300 71.0 8,200 56.1:, (inches) <br /> Design Stress 2,575 17.8 2,050 14.'1 Ft. 75 110 140 204 <br /> Modulus of Elasticity 1.82 x 06 12548 1.42 x 100 9791 <br /> Axial Compression (ASTM D695) m 21.3 33.5 42.7 62.2 <br /> Ultimate Stress 33,300 230.0 25,600 171.0 maximumAll rating are nominal values.Tolerances <br /> Design Stress 8,300 57.2 6,400 44.1 or maximum/minimurn limits can he obtained <br /> Modulus of Elasticity 1.26 x 105 8687 .89 x 100 6136 from smith Fibercast <br /> Beam Bending (SFPTM) (2) All sizes can accept full vacuum pressures <br /> at maximum temperature ratings. <br /> Ultimate Stress 23,000 '159.0 19,200 132.0 (3) Ultimate and allow+able design stresses are <br /> Design Stress(') 2,90 20.0 2,400 16,5 based on minimum reinforced wall thickness. <br /> Modulus of Elasticity 2.18 x�06 15031 1.70 x 105 11721 <br /> Pipe in corn lianr_e e,ath ASTM <br /> (Long Term per ASTM D2925) (4) Design bending stress is Ifs of ultimate to <br /> Hydrostatic Burst(ASTM D1599) account for combined stress (i.e bending and <br /> pressure). <br /> Ultimate Hoop (5) Design stress is based on long term cyclic <br /> Tensile Stress 34,000 234 39,200 fatigue data using ASTM D2992 test method. <br /> Hydrostatic Design(ASTM D2992) 2"-3" "'"&3" 2"&3" However, all testing is not complete at time of <br /> Procedure 9,410(5) 64.9'i=( 7,400(7) printing. <br /> (6) For RED THREAD IIA pipe[he hydrostatic <br /> Cyclic 150 x 10`'' 4"-6" 4--6" 4"-6" 4-G cyclic design stress was deterrtuned at 1.50°and <br /> Cycles 13,0400'1 1 89.9 1 10,450 1 72.1 200°F, per ASTM D2992 Procedure A Based <br /> 3 <br /> Coefficient of Linear 0.88 x 10-5 in./inXF 1this data,the extrapolated value at 75°F is <br /> 13,030 psi. <br /> Thermal Expansion (SFPTM) 1.58 x 10`'mm/mmf'C (7) For RED THREAD IIA pipe the hydrostatic <br /> Specific Gravity 1.8 cyclic design stress vias deternrned at 75° and <br /> Flow Factor 200°F, per ASTM D2992 Procedure A Based <br /> on this data, the extrapolated value at 150°F is <br /> Hazen-Williams Coefficient 150 1 7,400 psi. <br /> 4 <br />
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