My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1998-2002
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
D
>
DA VINCI
>
4627
>
2300 - Underground Storage Tank Program
>
PR0231074
>
COMPLIANCE INFO_1998-2002
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/1/2023 9:51:39 AM
Creation date
6/23/2020 6:40:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1998-2002
RECORD_ID
PR0231074
PE
2361
FACILITY_ID
FA0002541
FACILITY_NAME
7-ELEVEN INC #20632
STREET_NUMBER
4627
STREET_NAME
DA VINCI
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
11002003
CURRENT_STATUS
01
SITE_LOCATION
4627 DA VINCI DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231074_4627 DA VINCI_1998-2002.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
341
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Ll <br />11 <br />Nominal <br />Pipe Size"' <br />Nominal <br />I.D. <br />Nominal <br />O.D. <br />Nominal Wall <br />Thickness <br />Nominal <br />Weight <br />Pressure Temp. <br />Mill Test <br />Pressure <br />External <br />Max. Rating <br />Pressure <br />(prig/MPa) <br />Random <br />(in.) <br />(in./ nm) <br />(in./.^m) <br />(in./ ^m) <br />(lbs.-ft./:.g n) <br />Max. Rating <br />(psig) <br />75°F/24 C <br />150`F/66 C <br />1741 ? <br />Lengths <br />(ft./m) <br />2 <br />2.235 <br />;6., ; <br />2.375 <br />e0..; <br />0.070 <br />' <br />0.4 <br />250 psig @ 150' F <br />375 <br />88 <br />79 <br />15 <br />25 30 <br />Stress <br />_8 <br />^.�) <br />'..i2'JPa �w' 66.SC <br />2.59 <br />.61 <br />.54 <br />4.6 <br />7.6 9.1 <br />3 <br />3.360 <br />35. t <br />3.500 <br />33.90 <br />0.070 <br />:.-8 <br />0.6 <br />' <br />175 psig @ 150' F I <br />300 <br />29 <br />24 <br />15 <br />25 30 <br />35,000 <br />241.: ( <br />41,000 233.0 <br />Hydrostatic Design (ASTM D2992) <br />5� <br />1.%1 '.IPa h6.5`C <br />2.07 <br />.10 <br />.17 <br />4.6 <br />7.6 9.1 <br />4 <br />4.360 <br />4 <br />4.500 <br />i i ; 0 <br />0.070 <br />-3 <br />0.8 <br />125 psig @ 150` F <br />265 <br />34 <br />30 <br />15 <br />21 30 <br />_j <br />Specific Gravity <br />1.8 <br />Flow Factor <br />;.:. <br />r).86'�IPa �'ti6.5'C <br />1.33 <br />.13 <br />Zl <br />4.6 <br />7.6 1 9.1 <br />•� �� o �, eIee.�� <br />PROPERTY 2", 3", 4" RED THREAD' IIA Pipe <br />psi @ 75°F <br />b1Pj -: 24;C <br />psi @ 75-F wIPa @ 66.5'C <br />Axial Tensile (ASTM D2t05) <br />Ultimate Stress <br />15,200 <br />104.5 <br />13,300 91.7 <br />Design Stress <br />3,800. <br />2c.2 <br />3,325 22 9 <br />Modulus of Elasticity <br />1.80 x 101 <br />1741 ? <br />1.4 x 10' x653 <br />Axial Compression (ASTM D695) <br />Ultimate Stress <br />33,300 <br />25,600 7; .0 <br />�;;;1 <br />Design Stress <br />Modulus of Elasticity <br />8,300 <br />1.26 x 10' <br />"' <br />6,400 <br />89 x 10* 6136 <br />Beam Bending (SFPTM) <br />Ultimate <br />23,000 <br />Stress <br />1 ?.: <br />NA NA <br />Design Stress" <br />2,900 <br />:;,:: <br />1,800 12.-, <br />Modulus of Elasticity <br />2.18 x 101 <br />15 :_ : <br />1.79 x 10" i 24+2 <br />(Long Term per ASTM D2925) <br />Hydrostatic Bunt (ASTM D7599) <br />Ultimate Hoop <br />Tensile Stress <br />35,000 <br />241.: ( <br />41,000 233.0 <br />Hydrostatic Design (ASTM D2992) <br />Procedure A <br />Cyclic 150 x 106 <br />"' <br />10,450 - <br />Cycles <br />Coefficient of Linear <br />0.88 x 1 V indina-T <br />Thermal Expansion (SFPTM) <br />7-3S •. ') ~-m mm C <br />Specific Gravity <br />1.8 <br />Flow Factor <br />Hazen -Williams Coefficient <br />150 <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 Ce <br />account for combined stress (i.e. bending <br />and pressure). <br />(6) For 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 13,040 psi. <br />1111111 Jill <br />It is the policy of Smith Fiberglass products to improve its products continually. In accordance with that policy, the <br />right is reserved to make changes in specifications, descriptions and illustrative material contained in this manual as' <br />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 />MEM�81`4 <br />A7777 Q011so 9001 <br />SM117H FIBERGLASS PRODUCTS INC <br />a Little Rock, Arkansas <br />■ <br />• <br />S1.0 u maw <br />SMITH' FIBERGLAS Mor%UCTS I& <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 t <br />CCopyright 1992 Smith Fiberglass Products Inc. <br />J and "' Trademarks of Smith Fiberglass Products Inc. PRINTED <br />IN U.S.A. 15M1194 <br />
The URL can be used to link to this page
Your browser does not support the video tag.