HomeMy WebLinkAboutWTR2700321 138TH AVE SE FROM SUNSET BLVD E TO SE 101ST W-321
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ing teosik :trength of not lea than I&M pai. condition B. • V VV-P-Ulb
S.L6 Breaking toad and da/t' pion. For pit- (c) Pipe with mechanical properties Gf high- ! be as given in table IX
er strength is specified see 3.4). &11.2 Tkicknias. Unless otheerm gwmillad
east Pipe, the avenge eorree'-d breaking load 3.9.2 Pipe thickness and t it disseruion. low 6.2 and 64). the thickness of hn,rgo 4W
lave 4.S.121 of Single tesst 'ses reprenotnng the 3.6 Layfag kagt►•The total laying length
respective pairs of ham east drying a heat or Per. of pike as installed shall be as specified lose 6.2). Thicknesses of type 1,type II,and type III pipe be not has than the following: 1. i8 inch for 3
given m tables I, 111, Y. and X, and dimensions to 12-ireh pipe;3,32 inch for 14 to 24-inch pips:
lad (.re 6-3-I1 .hall be not Ism than the values Nominal isv ing lengths of individual pipes shall a.It.c,and d of type I pipe indicated in tables 1, and 1/8 inch toe pipe over 24 ieelba A
given in table II or XI, as applicable, for the be w given in tables 11, IV, t'1, XI, XII, or III, and V shall not v b plus tolerance of 1/8 inch in thickness Witt be
lied class and rominall diameter of + XIII, dependent on the method of casting. The are Y more than the ivrmitted. Lind'Per pipe. r.:::ount eperi8td in table YIII. Hnwrver, addi- { rags abetl be lull thickness to ter
For these bare the corrected deflaetion shall hn nnninal laying length shall be measured deem - end of the spigot and to the seat of the tell, d
not less than 0.30 inch us 00001 inch for each the shoulder of the socket to the spigot end, A i knead tolerances put ezceeding the amounts given
plus teP St' shall be to cared for a length of not more than
pound the breaking load exceed+ the specified maximum of 10 Percent of the total number of to �1i'^c-llt by more than 0/re in-h will a inbe T 2 nehes.
breaking load. In addition,no representative test pipe of each size in sin order may be furnished Van tdicknton. it 1reaS not exceeding
bar shall be more than 5 percent below the sped- ► much as 24 inches shorter than the nominal • 8 inches m any direction. 3.12 Joint rnateriab.
lied values of either breaking Mad or drfltetion, laying :ongth. An additional 10 percent may be j 3.9.3 R'ei;let.The weight of a single pipe shall 3.12.1 Type f pipe- Tape I pipe shall be fur.
For pipe over 24 iuehes in nominal diameter, `urnfished as much ae 3 inches shorter than the not vary under the weights listed in tables 11, noshed witho,nt joint materials.
centrifugally east in sand-lined molds. test bars nominal laying length. It', VI. XL XII, and XIII by more than 5 per.
shall have'a minimum breakingload of 6,000 + • cent fx centrifugally cart pipx 12 inches or less 3.12.2 Type H pipe. Standard joint material.
the at�esons given
Type I Pipe shall conform in nominal diameter,and by not more than 4 per- including rubber-ring gaskets and gasket lubri-
pounds and • etefkrEion of 015 inch phm 0.01 to the dimensions given in figures 1, 2, 3, and 4 cent for pit-east pipe and for centrifugally rant cant shall be furnished in quantities e.dkirot
inch for eac6,00 500 cs pounds that the breaking Ined end is tables I, III,and Y.subject to the toter- pipe over 12 inches in nominal .,ameter. Tbe for the specified total laying length of pipe.
exceeds 6,fg0 pounds. anew of 3.9. Type II pipe spigot outside dimes- total weight of any order of 5JRQJ pounds and !•12.&I Goakets. Gasket dinwrelore and tol-
3.4^S Hardness. After heat treatment,the oust- tern and tolerances shall conform to ditnension over shall not vary under the weights listed in erwnces shall be in accordance with the manutse-
side of pipe centrifugally cast in metal molds in table IN. Socket dimensions for type tables TI. IY,YT,XT XII,an"5arr by more than tum:•s standard design. Goakets shall be of vul-
shall have a Rockwell number or its equivalent It pipe shall be in accordance with the manufac- 2 Percent caeised natural or svnthetir-rubber compound,
net to exceed B-85. turns standard design. Type Iil pipe shall eon- 310 molded into annular rings No reeLinted ribber
3.S Triekaer. T'nlrse otherwise s tcci6etl turns to the dimensions given in figure 5 and Coating• ['mess otherwise specified lose
1 e' 6.21,Pipe shall be coated inside and outside with shall be used. When two 4&nh m" of rubber
I see 6.2n,pipe shall be famished for installation tables i' nd X. are included in a gasket the soft and harder
3.8 M weights type I, type I1, bituminous is mating.
lseen3.ltl hens cemwm uortar lining pertiums shall be integrally molded and joined in
with 5 fret of coney ender field condition B as eigVL The we fa of pipe r,all be coated ten defined herein. For these conditions, thicknesses And tvpe Ill Pipe to be laid under field condition a strong vulcanised bend, The main body of the
the outside with bituminous posting.X Pipe Shall be as given in tanks T, III, m and B with J dirt of cover shall be as given in tables gs set which affects the joint seal shall e.rform
X [or the spend`<d class and nominal diameter. 11, IV, VI, XI, XII, or XIII as applicable. For &10-1 Finishes coating. The finished coating to the following: Type A du:ometer hardness
— _ pipe furnished for laying conditions A, C, D, E, shall be free from blisters and visible holes,shall shall be between- 43 and 7o; ultimate teem
t,wd adhere to the n
ts,ednm Do,.-npw„ or F. or for a cover of other than S feet for lay- ! pipe at all temPeraWren, shall be strength. 2000 peel. minimum; ultimate rbnga-
ing conditions B. weights shall be as given in , smooth not brittle when cold, and shall not Ise- Lion,a minimum of 300 permat of original length:
a FlatJw 4',wn errorA: y kfinma tot
ASA Standards A21.2,A21.6,or A21.8 w applies- tome wiC kY when exposed to the sun. Handling and romprea»"rt a mammon of 20 pemrnt of
R rlatt -h-u,ua nvnrh: I.a,kallo, hie for the thickness indicated in ASA Standard marks or abrasions on the join• surfaces of the the original thi.kaers after T'3 hours at 1394F.
tasprtt
c IN `UMV d m hkvk :I. H.11.x A21-1 as being required for the specific lam spigot end bell and on the outside of the rim of When the
not amped. Vic laying gasket has •banter portion, k shall
see 3.51. 40, the bell arc permitted. The coati following: Type A dumeorter
U IN.wtpsessdm Mors:lw kalhna renditions ( • typ shall lr tree conform ;u the fo1Mw'
E ltots®esrtsdut hewn 3.9 Takraftess, w from c,ther abrasions an the inside; skid maples hardness shall be between 78 and go ultimate
t.nnaa •.f f" lei su to and outer abrasions on the outside shall be m_ tensile strength, 1300 ps.i. minimum; ultimate
wve tw adieus q 3-9.1 Spigot and socket diameter. The inside paired. Cut ends of pipe and applied hands shall elongatlm, a minimum of i'h.5 Percent of the
drlrewa rtlrrvmnra+ 4:1,d ,e hr
+ l as mlaaedl: b,,*Whna n diameters of the sockets and the outside diameters be coated. original length. Both potfionu of the gasket shall
'a'win s of type I
of the spigot end pipe shall nut vary have a minimum ain-reted tensile strength and
r lame E s:eq that ksda69 ea. plus f
or minus from the dimensions given in M I C=Nut4mw-b r Rmley When e sash' pceided ultimate elongation rgwl w 6V percent of the
tables 1. 111, and Y by more than the amount (w 6.2 and 6.4).pipe shall be hired with cement original values after werkrated aging for 96
Pipe thicknesses shall be in accordarim with specified in table YIT_ Tolerances for type 11 wrtar. The cement-mortar lining shall be in ae-
the applicable requirements of ASA Standard enrdaece with ASA Standard A21 A, except ere hours at 70'plus or mists I*C.under an oxygen
A21.1 when any of the following conditions exist: socket diarmMcr shall he in accordance . its prromm of 300 P.a.i. plus er menus 10 P sd.Gas-
(er) Pipe to be i the mo mforturer's standard Practice. Tolerances other rise specified herein. kets shall have the following markings molded
tiers A. C.
D, E,or F.vl under field condo- the
the outside diameters of the spigot code r'
a 3.11.1 Cement Cement for the mortar shall
. in the rubber: Trade name or trademark, sou.
(b) Cover to be other
Eer than 5 feet for field type 11 type III Pip- hall be es for ty given in table IX (nc . � be Portland cement conforming to Federal SPeci- year or manufacture, and marutarturrr's mark.
. pe Ill pipe shall ficstor SIf-C-192 for the intended service. 3-ILL2 Lwbnoeat. Lubricant shall his suit-
4
5
i
WW-P-421b
Xtlllar)I SYaadurdm: it'rnar+ mitc he obtained fain tke Aaavuwa N'ahv
MIS.-SMIf6—Sampling Procedures and a.xt.AaAavtam.2 Part Avnwe. %on York 16.N. Y.t
Tables for Inspection by Attributes. American Society For rating Afaterints type. Except b in otherwise swath % Berea the for during
ctent time b Prevent.tt:xvt-ski stein scone.
joint .hall be in accordance with 13A Standard during .vohaR. pipe teWifaWdbv cast la sand.
MIL ri1i-139—Marking for Shipment and sP"Trficishm' A21.11. The joint (see fig. Sl shall consist of a lined usikis shalt be furwitbei rill, eAhre plait
A48.60T— Gray Imo Castings. "ket cast integrally with the
i0 taav he nhtan" foan the Aaa•rtna tlaetet> �I l p, n • e-head Ott beaded rude oral appropriately tdlo t ell oek-
KZrpw d 44iAtrr tipniratiaw, mad Sun.s6n4 n- �'1"`" gasket, a separate follow" gland, and ice-head ets (ere figs.3&4! in a,vendanre with the manu-
fmT stiaa\tatenakk IPlfi Rare Strc.•t,Plnluk-06,Pr.l halts witL auto.Tile whet shall be east with an farttrrer s standard practice.
Sated by ewawutare in ,..raeeY.o9 with wavier 1A•}
cease Atwis iism should he dAaoad from the prorurost Off,ciat O'oaaf)Fratmrt Committee Regulations: exterior dangm having cored or drilled boltholee
anivtly a as dtterted 1n.lee eunnee isn..there., 14 Mae.aeltad nroµltlaa. Pyle shall with-
stand Freight Classification Rules. and an interi,e annular reheat.The joint shoe be
&2 O1iar The following tee- designed for assembly by positioning the gland steal the IV,
hydrostatic-teat rrXIII, espiphed et
! - R trrao . I Ie dnakad tam,the crmria;t.'hstaratian ta4es It IT,VI,kI,YtL ae CHI,as a4><dieabM
uttmen4 farm a part of this specification ur the ComAuth.•. 1 Perk Avr•oa• at a'enl solnrt, Nrr and gasket ore the spigot of the pipe, ccntrallc
extent specified herein. Unless othrtciee indi- York 16, N t.� .. lorating the spigot in the socket.and conq . ing without evidearing IrakaRe or uthH defog s.The
• Zrj: the gasket into the annular cess of the socket pipe shall also M te
lines the applicable mhaek+at
sated,the inane in effect on date of invitation for re
American Tmeking Assorial.ct ^r. flan •t drawing the follower land tight Ptuperties specified in 3.4.1,3.42,3.43,3A-4,mad
bids Suu apply. Publimbon: flange Y B B Rh against the gasket with the tee-head bolts. 3.0, If nteebanical properties of higher strength
sed fee the Notional Bursae of <taadoryla Handbook: National Motor Freight ClthssiEitr are mutitm Rules. ! I'iM•sut'b prophettim shall M
H28—strew-Thread WandnnL.for Federal tt' .2 Material. All pipe shall be horde of set p
as secified (tee 6.2 me 6.All. In accordance with
Wri•s'my M abtauart tAm.they AnrrieaA Teaselling 3
• k 1
SM-k-s. it a rains Ise.. 1424 IMh Street, N. W.. Wad,tna- if' iron of guest quality and of such chemical emf Is 1, acceptability of the pipe may net rul s e-
tsa, D. C.) position and structure as is required to meet tiro sarOlY retimre that rmtot•timus a with awry aae-
ic•.y,irs may vet.ameaad bean the r' ,, W.A.,a sl 1 11�1 11tF.M�ItI" nhehmnieal property requirements of U. The ehmm"I property mop iremwot to verified by
iaerurraar., tloveruert. 1'riAtityt U&<, u'a kmanm c iron in the pile shall contain
not ore than o.90 test,
xs 11
..m Dtecriptdoa.eriran Standards Association ?nc, percent of pheeplorow, and 0.12 percent of sul- 10.1 Modulus at rapture. Httasl pate Beall
StaAdaryis: 3.1.1 T sets 1. Type [ pipe shall use fumisheri Phur. i;Ate a modules of rtg.ture of not leas than 30010
with tall and -1 - ,it ends as shown in figures 1. 3.3 Costae ' pomade per square inch Ip.a,i.I when deterttuned
.tYl.l-19:ii — Computation of 3tmngth and R• Pipe shall be pit east. r�cniri-
Thirknt— of Ca:"• Iron Pipe, Manual for 2. 3, and 4, dc,iCned for mothriblq with calker! • s fugally e;ts; ", path!dined colds,or centrifugally by the Talbot-strip mwrhod, and shall hat, a
tile, lout` ON, cast in petal uolds in accordance with the fat- utodalr:of rupture of hot less than 31A00 pai.
A31.2-I11153 — Cast Irea It Cast Pipe for U-2 Type It.Type II pipe shall be designed owing provisions: whit deteStemed by the test-ring method. For
Rater or Other Liquids,Specifications fum for a ,eulbly by prepaeitioving n continuous, sal Pit-east pipe shall not be furnished Ge easuff"Pay east pipe, the mod°lta' of rupture
A31. any specified nominal diameter less Stall be as less than 40im pa.i. whey deter-
41954 — C'emmt Mortar Lining netted, rubber-rag Basket In an annular recces pcc mined by either the Talbot-strip method ar the
Cast Iron Pipe and wilt;agc,speeifisytinne, in the pipe socket and tarring the spigot end then 30 inches. teat-ring meths al.
for. of the entering pipe into the socket, thereby (b) Pyle with a specified •-onunal diameter
ronynessing the gasket radially to the pipe to of more them 94 itches shall act be SAIR Smash modulus of staatir•itg. Eaeep: us.
A2 as in ell M ld Pipe ot.,r r 0tdtt emtrifu ally east in metal molde. der the roaditimea
Cast in Metal Modals, for tYner �,r t Ithrr form a Positive seal. The design and shape of • � R specified in 3.4.2"1 the .scan•.
LiquwLs, Specifications for. the gasket at h the annular reeam shall be such (c) Pipe with a specified nominal diameter modulus of elasticity, when determined by for
that the gasket is locked in plate againet dis- of more than 46 inches shall not be Taibut-ship method,ahall not exceed the faikle
A Cast i n3 —Cast Iron Pipe f rntnfuerlor Placement as the joint is assembled. Details of centrifugally east in sand-lined molds. ing Tallest
Cast is Sand-Lintel ficatio, for N"ntrr or the joint design la) Pit-east .. . .10.00OAW Other Liquids, specifications fur. joint Ire shall be in etv»tdante with the /d) Typo II pipe shall to crrttrifttgally rut. P1Pr �- � ��� P sets
manufacturers stamdanl practice. Tire aim and • fb) Pipe tesurdagally cast in
A21.11 Prey — MechanicalFittings.
Joint for Cast shape of the 3.t.1 Pit-east pipe. Pit-cttat pipe Stall he cast aaad-!hoed tmtMs . .....10.0110DIX) p..i.
Iron Pressure Pipe and Fitti � gasket shoe be each as to provide
ells,specifies- adequate compressive force between the spigot r in dry-amend molds in a vertical position and shall ptye cente4lvgally east in
Lions for. and the sacked after assembly to effect a �ti t rat be stripped Ott taken from the pit while show- /rl
DoNe ( in the roar of heat. The metal mokde sees ...-12AOD.0110 p,m.i.61&9-1940 — �quarc sad Hexagon Bolts seal tlndK art cambinthtinns of joint and gasket R pipe shall be left in
and Nuts, Grail under
ces- The the flasks for sufficient time to prevent unequal 3."1 Curve vm for raodMws of raptor.
spigot colt of the pipe shall When
contraction by sub"4tK%t eapt»am.Pipe tall be If the want modulus of elasticity esteems mkt
l.erican ,ton• k,r ,aq,rs us.. t.. :sss mad ro the suitably beveled b facilitate assembly. 11'hrn i cast with the bell end (Iowa. s valor•
samara titaedaeey .awnruts,n, is la•, fqh Street, specified I"6.21,and prior to the award of the PI•Kvably specified w J 4.3.then the msd-
New fork Ih N. l- ! contract, the manufacturer shall furnish the n;- uhm of rupture a shall exceed the valise gwriied
P 3abie Ce uirerh its oast pipe.pipe
cent the apt- in 3.4A in trot law them the same prepmtioa.
- dmericaA Wafer Works.iesoriatfon Standard: raring activity drawings of the joint and gasket. plieable reyuirenrenle of 3.4, pipe t�ttrittgallp
AWWA C-Ml-U — AIVWA standard for 3.1.3 Type 111. 'Irpe 1II pipe shall be ter- cast in natal netts shall he htvt-treated after 11.3 TenatlrslnwgtA.Pit.rmrtpipraauilpare
Diainfretipg Water Uaias. niched with a nteelimical joint of the ettil6ng-bet . �. withdrawal .corn tM tn,.lrla Pin, renttifugelly a bursting terra k strength of not leas than IIA00
2
out in gaud-lined molls shall remain in the moide pa,i.; cent ifugaBY east pipe shall have is btttai-
3
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W W—P-421b
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F _ FEDERAL SPECW1CATiON
PIPE, CAST-IRON, PRESSURE,
(FOR WATER AND OTHER LIQUIDS) ' ="
_ � Tea aprrrJirduw tea nPpra�d oe the t'anriwiaetaan, F'nkrW 9r PP/Y Rr,rrn t:••,,.d r'° _ _
Sr..rrvn 1.1•mrxhnnon, 1, Ma mar of dl Fadr,,d Aw - -
1. SCOPE AND CI ASSIFICATION in effect on date of invitation for bids fonn a fart -
S of this nperification to the extfnt spceifie i herein.
'! 1.1 9eope. Thiespecificatione'nerweast-iron _
pressure pipe for conveying water, sewage, and Federal Speeifirntiow: - +
other liquids. QQ-9-761 — Steel Strapping, Flat.
1.2 Clarifieatiaa. 49-17492 — Cement, Portland.
1.2.1 Type.. Pipe shall be of the foilnwing PPP-B-601 — Boxes. Rood, Cleated-Ply-
} types, as speeified (see 6.21. Wawf.
} PPP-B-621 — Boxes, Wood, Nailed and _ - -
_ - Type 1.—Calked joint. I.Mk-oamer. * ,:
Type 11.—Push-on joint.
sf
- Type 'II.—Merhaniral joint. Federal Standards: r
Fed. Std. No. 102— Prommatnm. Pack
3: 1.2.2 ('lasses. Pipe shall be of. the following "g-
' classes, as apeeified (see 6.2). ing.and Peeking Levels.
Fed. Test Method Std. No. W1 — Rubber-
hawse waYats passe' Sampling and Testing.
�_ _10.•.i.sadnrl a -!• 1 .
(AMirtliea wade the Fedrai l:orrnunrnt nay r,i,tanr
z.
50 all tgtae d Frdnd Npeeiftwtaan, Ntaat4rAn and Hand-
100 too tawdta ar oatlitted wat4r Crum(Int ri atton m the Irtd.,
ISO 9b0. d Frd,nl Npeei&tuasa Niaadarda, sad Haadlants.
_ - 250 'p0 wd at the Prins iadiratad m the lades. The iadr%,
:1M :160 which tuekisk. rsawWire lsomhly alpphrants
:i&t :ISO award,a tar tak on•atlrrriPtiut hew M tlw NaPt'ria-
wndku 4 Mmwrnto, 1 . N. t:orerwaret Pneona tS+-
with a m+mual dwnm-ter of 30 inrhn and over ttf6te, Waahieatan 25 D.C.
_ shall hs damns 50. 100, 150,2DO ad 250 only (Natal, copies of ow"Gottiu+ MA othn Pmdm't i4k,` '+•+ jaic' t+''. �,pk N
e{wraieatima n'au� by rtirst"am" the Fedr dyrf"a'
1.2.3 Diameter. Pipe shall be of the nominal ('rareruawat for M,:da-. ptgtten ate araiWd, wiNoat '. r
s
dianuten listed in the tables I W XIII inohei►e, e6arar at the(Iron, N Y.A," has. Clk ion HKansa,
(litres d Oeam, .Yew Yirt, Atlanta, taints+. Kansas, i Y+
ass ifird (see 6.2).
I'n' City, Na, Da1W, 4arer, Nan Pnaeuro, I.oa Anarhs. ..'+•.. ! i
2. APPLICABLE SPECIFICATIONS, Neattk,sad Washisatan,D.C. ` r
l
STANDARDS,AND OTHER PUBUCATION9 (Federal cm ssokaret uaUris mqr tla{� ,open d q
Fadrrai AprtMtawta titaedard, aed Haadhookw and
2.1 Spetiiawimu and standards.The fol- the Inha of Federal Nperi6ratwa,&aedaedq and Hww-
lowing specifications and standards of the issues man ratablialsd diarihatian ptatra in their _.
y4
t `-� eleaT-al-A9 FAC 4710
`k
;g
N': 2063
ORIGINAL
OF
DEPARTMENT WORK ORDER-DISTRIBUTION R E NY
O N
MATERIAL _
ISSUED RETURNED
NO. SIZE KIND $ S
i
ESTIMATED COST _ INSTALLED BY CITY ❑ CONTRACT ❑
CONTRACTOR SUBDIVISION
WORK STARTED WORK COMPLETED
REMARKS
PROJECT NO. DATE 4 19 -6�-
NAME--.-- -._ADDRESS--- -.-----
SIZE OF METER--NO.-MAKE --READING _ ACCOUNT
NATURE OF WORK AND DIRECTIONS: _
SU". SIGNATURE
6
A
Water Utillty Uepartrent August 28, 1968
sort H. McHenry Attention: Bob Puhieh
SULIECT: Water Matar Removal and kelocation
Water meters at the following Ieeatioes will he within the line of construction
on W. 3rd Street east of Burnett Avenue N. 82o N. 3rd, 6:7 N. 3rd, 815 N. 3rd, 814 N. 3rd,
$13 N. 3rd, 804 .1. 3rd, and Z10 Burnett Avenue (moter on N, 3rd Street).
Sidewalks in this area have been removed and relocation of these motors Will be
needed in the near future.
We will advise as additional meters are involved in the street eonstruetiom.
cc: R. :)lsen
H. atll
K,6x,1
�,
F
10. The required "PRESSURE TEST" has been taken by ✓
At a pressure of PSI , for minutes, on
The test: Failed Passed Comments
Il . The required "PURITY TEST' has been taken by ✓
On Date of Reply Failed
Passed Comments
12. Is there an Easement required? N U If so, give dates for:
Preliminary Submitted Recorded
And Recorded Number
13. This Project included LF of Watermain
And Gate Valves Gate Valves
Gate Valves and Gate Valves,
And all miscellaneous accessories for a total value of 5
Also, Size Make type Fire Hydrants for a
total value of $
14. The transfer or "Bill of Sale" is in; Prel :nary
Submitted ;iecorded form.The recorded number
15. This project information was sent to the Uti : ity Dept, for recording on
and taken into "plant" on
16. What drawings does the Water Shop have on File.
Preliminary At-Built
t fit,
i
Form Completed on
City of Renton
Utility Department Project Form
1 . Water Project # w - rZ2 5 Date Project No. given /
2. Project Description and Iccation N 3"" ST2EET �Mce t P, aoverr
TC LAaC- ti AvE IJ.
3. Developer's 'lame (if City check ✓ )
j
Address
Phone # /T
Engineer's Name (If City check ✓ )
Address _
Phone # _
Contractor's Name (If City check )
Address
Phone #
4. Is there an ACTIVE Late-Comers Agreement in the project area? N U
If so, give File Name
Recording Date And Number
5. The UtiIi ty Department Work Order Numbers on this project are as follows:
6. What plans have been submitted? Preliminary ,/ As-Built
7. Has an Estimate been Prepared for Project NO If so, give Date Prepared
And Total Amoud[ of Estimate
8. Is there to be a Late-Comers Agreement on this project N G If so, give
dates for; Preliminary Submitted Recorded
and Recorded Number
9. Date of ''Start of Construction" Date of "Completior"
46
BEGINNING
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FILE TITLE
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WW--P 421►
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TAux \R --t;a.F,is for type fl! uipt: Dimensions (intlusl- &v fry. B
INDEX OF TABLES
PIPE, C. T IRON, PRESSURE
FOR WATER AND OTHER LIQUIDS
dusct.Y •QQI
d pit'. Inch -1 1 hl lnc 1k10.pwiva
+3 2 62 031 143,90 0 I05 0,6 0.7s Pal +.71 Table
s
. . -111111
t----
a 0.62 0.75 031 4,80 0.16 OW 1.22 29 _6 062 0.75 0.31 0.91 0.16 0.22 1.= 28
to 0.62 073 GA 10.wl 0.16 0122 1.22 28
12 0.62 0.7E OYI IS.Iq 0.16 022 ( 1.22 23 I pipe: .......... ................ l8'e u.6�2 Q.7b 4.31 ! Type tpit-cat t Dimensions ............
Oi 0.16 �.t2 1.22 28
16 o.7s Q31 u.w 016 0,22 I.22 28
0s2 0.75 031 19.21 01a 0.22 1.22 29 � . II Type I rit•cut pipe: Weights, breaking load to- teat bats.
tit dal 0.73 031 21.29 0.1t, 0.22 1.22 U
D o 73 62 too
0..N 2EAl 0.16 0.22 1,22 28 and hydrostatic teat preuarca ......... ..... ........ . ............... 17
Q.aa 31 b2 0 16 0.37 1.5t 2p
:16 0 3 1,00 0:18 37.1-13 0.16 0-17 I.b+ 20+2 0,3 1.00 Oaa i:tfCl O.I6 O.:i7 15t 1l1 III Type 11.1pe centrifugally cent in rry sl molds: th,1mlaions ................ Ig
+P 0.7:i 1OU 0.3N 50.Oa ult. 037 1.5+ 20 •
IV Type I and tyre II pipe centrifugally riot in tnetal uAdd,
Weights and hydrostatic teat proiovtes ....... .. ...... . .........__ 19
V Type I pipe centrifugally cut in sand-h:ed m614s: Dimensions ............ 20
VI Type I and type II pit*centrifugally cast in sand-imed molls:
Weights and hydro tatie text pmssurcs ................................ 21
. VIi Tolerances in bell. spigot, and socket dimensions ........... ...... .. ...... 22
Vill Tolerances in pipe thickness and bell dimeminns ....................... ... 23
IX Type III pipe: Dimentinne ..... .. ................................... 23
t X Type II end type III pipe: Thi:•kness . .................................. 24
! • XI Type III pit-cast pipe: Weights, breaking load for test Meg, '
and hydrostatic test ptessu. ... ................ 2.5
XII Type III pipe rcntrifunlly cut in netal m,lds:
Weights and hydro:staGe test pressures ....... ................ .... . . _ . 26
XIII Type III pipe centrifugally cast in Band-lined nalis:
Weights and hydt,etalic test pressures ............. .. . . ............... r
XIV Gaskcte for type III pipe: Dmmensiors ..................... 28
t
MIUTAST CUSTODIANS:
4rmy-CE
S �T -y
A4 iaet-aIOA ,a.w..,.�c..........s..,c. ,.�
1 • . CaPhs of dos specification "Y be P-1 la .20 cen"loch.
28
>r
• r r.
.1
R'R,-P-1216
TJetr X11 --T upe 111 pier r<' trifupmdl y rant in wetal..olds: Weight, VW--P-421b
-� •(:nun•(.;,and hydro..atir ton!presxane(p.s.t,) • . Tea1.AXlll.--Type ill pipe reitritu"Ity rat in eatld-tined Inolda w iohta
:, I For pq.c!aul amil'r tie h+coBditiuB B wit11 S feN of mv�^ Nee 3.5 nro'4.R1 (pounda),and hydrostatic test in .Inca(ps.i)
I For pit*laid under field eostditlorm B wi.a 5 frt of corer.h~e 3.: sad 3.81
— —
I N'.•etla I I N.dsat N.iMa. ",.Who:— I
rQ[t� __ _ .••jj Wit I Wftbt I wait
{[ t
q � a +
____' a�3 k43 ISM t6s .. � iS.Y I�9 S � S.. [. d {2. I y�' [ �`�ttS� % y{eY I E _ l �G ya i 1 ,1�I<'• is
f• y a,
j
4'6w•30 l'Is.. I41P r6 ISf, t'lG, 6
i1151i,a MuL _ '�IJI fol lwva{1 'if t:.l Lid! Ir24�a loud; 4'(wh 11 f•Yw•MO tln li0 i
(IIS D+r1 IMwdi _ I (211 fac had ite kq A.•a.l) _f
3 150 1AS 11 3001 its me f 130 125 I 1 Sty :a.. ��i i...: AN 214 5110
a IS 216 2a 5no ISO 214 no sM LLl -t :a 501� Lv1 I zul nn + aM � uo $.M wB � sro a+M� a. na 127D 2�;,dj sw
+ 2w .tee i ;cal I 7aD 12B i sou aM :t2D 5M i au 1 3a, + SM a I I aio 430 NnI 519 300 ato 1490 irn sl� :�■ o i2Br s,d sw
R 1 SAE 05 605 M ISM Say ` m Gm 7a2a1�� SOG i SAS a1101 et'w' Sao
a I 4a0 MO " NMI 510I 5w RM i 510 EM Ifil 510 W Iq 77E I Bw lih1l sMMISOB i75 wo; 125 "mI Soo :7S I 1M01 tt60! S/ID
• • 12 IOIU 1025 1125 1245,5M tons ifM;. 1115 I sao ' 10051IaMIII 1! 50B
I i IJ 1111E 112'M 1471D SM 112BB 1121R5 1" SM 19R11 t2m i ISM! E00
R 655 72 I ;A0 j 13,55 72• W 655 725 SM IX, 725 SM 10 1520 ISas Ism SOD 1520 I I.SAS t SM I4 1:420 !ISa511 t 5p1
' is 1720I 1770 2120 sw I IAAS ItMtO S Slo 1 IBM 1*0 2R0��i 5M
• 10 KU !nil SM I R70 FItlO S00 i x70 loon 1500 R;11 !Hill :nll I 1
I 311 9015 A+7i Y4AS SM 2f i5 2Y40 eaBs1 SM 9175 i9911/I ]W151 SM
24 9afi5 r41 :i2Ms a00 5 2•.NO� A SOB I :Mils x135i 37eS( sw
12 1114 121.5 500 1t24 IY4S 50D ( 1125 11245 5M 11125 MIS SM :M 4150 (4VS 4(0 1�5 /0B 43.15 15a5 1 aM
:16 55M , 4w 1170
I1• ; #005M111011105MISIO U 42 I" JMIon 4M
IR _ MI5 1 4M �,IS _._�_I __ MIO_ 155E5 -._' 100
la ( 17BB SOI ' 17M SQ7 117M SAW In15 500 t'Irw 9IM) -_I —. _'(7►w Ytd ILUM aaB
4 In till
_ I NM _ II `M (4 62 Se t Md)II _ II71,I!.%d f6 2 6T0M
� _ A 151 1145 Wl 215 ISD i 1!V YMIYIS 50, ,50 INS� M1
2iwp1 0it1)+
YSSMMM
w ISM
I zTU non iw{,pp 2 so RCM s SaIU still :10O 4M 2D Sort 4 2m
afitei410
410
24 5" M 6S 72 Still SAS t,,% 7uj m SM SM SB
10 775 SON a�-tow m No
SM - 910 A6S I PaY 1010, Sw
4 tiw.tiB U.:10D I 12 t00S Ions 1125 IY+R 5M 1w Ills 1215 ,a SM i0A5 111511217ti' 1Ryp SM
('Irw:1Sp {
(377 Ire,halo I ItMt11.4 Mgdl 1"m G.•t"b l4 ISM 13JO( 11970 5w i I440 148D Sd1 1440 ,NY' I i.7l'11 50a
^-- - la IM I670 21M.5 fig; , 1755 1� 7165 31M, Ism 1 Iw mv, sw
(—_- I IR 11975 12rm 2445 'AO 2120 I21a0 am ( 330 2:t.7R 8llBly Sol
3 150 215 200 W i 150 215 I 240 WO 150 21.S 7-1 5M 20 4:t15 24M 2RA5 5M 21a0 145a5 '1BB0! SIIB I 120101{Y.ND I E:ted SM
+ 21M :120 5M I 21 :tY75 :Ctr5 !4M0I S - I :— 1III,YyrS 40MI SOO i :/5M :Mpb igi5j Sw
2U :�D dila I TO :00 Sol) 30 4770 4a10 I SOD � S1M (sm, SC".1 � 1
:Nt 610 I 15M lots AM 1 I
B I IIM I 510 5110 4W1 510 W i 410 510 :Mon . 42 'a6 I I I0w 91,90 I SM
JR low I aw low ISM ! t
a i A5w5 725 SM 6SS 725 SM I 65h 775 3011 i2p4.7SB _ --
__ (MM 0•rt loud;____
i 10 n7o �.nM 5410 1N0 ION, SM I 1010 I lit) SIM 3 150 1 105 ' 2a11 2t5 am
14 IRIS 1340 I 'M � 1215 1;,so 4 2lo 270 290 15M
5lM 130U I IJNI I SM 8 410 420 Am SIOiSM
• l4 1690 5M I IIi10 SM 17.t5 R SAS aM loss 725 Sw
SM 10 1MR, U:a) I(a0 1140 Sw 1
Iw ( 10gD :M 21M I ,Son 2100 5w 12 loon i19.5 I.MM 1440 SM
I1 Ism IM45 IM20ISM
to .170 SM I =two .5M 1]4215
50D Ia I liar, I likM .21Ys we
IN 2150 ions W10I SM
so I27%. Sy0 e00D :n0 7l1 2R70 ITISS 'SSA s00
li II I 24 M. I-am tOSO "0
N 2S1L5 5Bt :G141 1 700 • • All
Mm-
A t
s.
Tnau 1.-Tqa Aced type III pips:Th *mfts(inches) -
t Far pips laid with 8 teat Of Cover ender&W caalditim B.See 3.9 and 3.81 . ♦V-P-42 16 -
c
�aomal tkclNu«Ity Ant CbettitA8a0y het Taue\I.-`T-y-#III p;f-rnxt pipe:IS'ti{�AG(psnndal.F.rtokinp leuln for
of pq.Y ( Thlekeeae dnoe i Thaltoaw tat bars(pana4�,and h
.A p1Y' <9e. ydrsefOtic fee!PreeeAres(p.e.l-1
R+kpe. Th:.k,. d pipr (For .) 1:,meAn,.. t:w Im.Mn1 Dn.iou� Thiekntw 1.� aid OOd1v field l+mditilxl B wit!)5 feet 6f raver.yr 3.5 and 3.31
-
b all 1 22 W332� So. Ift ISO 22 Y 0.61 (j ET -i
f 18 ,m Zi OSP �t -: I mo! q ! g r
an 29 rsb 250 24 out � � `i f I v- I s' 5r I 6! € l
6 I i0 is
300.UP) 1 2S 0.68 �'=�` s_ �__ I_ sd� y�� i .t A I E�� I >.t�
It l I 50 21 0-% T Ch.100
nl 22 0,41 100,1.511 22 0.3P I 7� ('Ter ISO
18 201) Ind.. 015 It he di (UP fin hmd, 6H6 bet knd,
50. IOQ 150 '� Zi i 01.'i • -_- 950D I 2000 2110 C5f1 2200 96D ltlb-T S109 3@0
22 o.a 2511 21 ncv '1D 1 ��'..
200,250 ! 72 I 0.44 W 23 f 0.73 36 170E 2200 200 S' 5 I ffiAD 211D 5'OS L'o AOII
to :100 Zt 0.48 :f.'MI 3A 1 0.7A A2 O01S 7A0 I 20D biA:. 2p0 I 20O 712p y>Op 7O0
350 j 24 O,b2 I m vew tam xn xwn Sao , m I �.1lo I s3m 200
i i0 21 0.62 • -- T 1..2nO l' T lm .230
50,� 150 ! 22 I 0.48 lot Ii0 22 0,67
22 052 250 29 0.67 IAiY flan Myth IS77 G.1 hrwah
12 250.700 i Zi 0.52 20 250 21 mia 0.72 :40 iBYB l200 :IOO TW 2" e6
21 O.SO :1011 25 O.CC :A. OW,, 771q t4010 7106 2700 3M1
i 3511 i
70 j 1l.81 48 10710 42 Za10 :1011 IZilfi x10D '1M
50 21 ' 0.18 !,
l4 100, 150 22 { 0.51 50 21 0.63
2t10 _i OS: 24 ion 22 0.68
2S3 000 21 I 0.5!1 150 Zi 1 0.73 � � •
2S0 25 0.64 200,250 I 21 0-70
25 0.85
26
V,aurl ( Umtrittswkv ran P:t.yn
domes _ pee mb 1 r rw+e ml«21
(Mahn) Thirktaiw
1%,gaati t -_Thinner IkejOrtie, Thiekwnw
e"0 22 O.lA
on i -
I 1 0.7A 0,8
'� 1511 4 I O A! • •
24 j 0.85 1 1.10
71b 21 0.02
25 Litl
250
0p� 7 1 61
59 ?t 0.87 1
35 1,00 0.11 I O.W
lAn Zi 3 1. • .
2m OOMi.�
2
25 10 6
I. I A3
no 1.10 7
� 1.34
40 22 am
I tl POD
g0 2t 27 I 0.0 2 1 15
1 05 1
- Jg0 24113 � 1:75
no I Zi 1'22 7 1.58
i Ill
50 22 1.06 i
vh I 22 1.06 I
49 Zi i
9110� 1.14 i 148 _
24 23 6 i
.AI,tOt .73
I. Teal m m1-knnl aroye mtr(ae:t.1b), _
� 1 Type III pipe nnlr. ,.
101
V7
L .
IYR
1 I I 8 go
$
it
O pOp
I '
a et e { YW
Q
I+
N
x
V O aa
G V
I
T(emx 1X.-Type III pipe:Dimensions(inches).ace fiq.5
KI e
fVa
flaetn Dwh41 I ,
dt kodo .s �
goVM A B c D P. • make D J eat pp al pp make 31 L 3A O P 41e 9ta f111/0
---
i_-_I--._._.._-..--- ----- --''-i--- -- --
� I
SA0 M71*ml 4f4± 4.06rm ffi �1.78± M1.19# 7A3-A6� 7.0-.1 e1-.06 031 UAD .47-AA I 4 !t , 3
4 4At0* 3A0 SAS*.UIl GAO- 4.0-.m ffi ,Jim_ 7,yrj ►pn- O.U'-.IS I.W-.06 TL-. 0.11 0.73 I 4 �i 17�
}. "71 + �I` 1
6 4!D* 3.Y1 3AJ*A4I f.I7-. lAD-� A A75- fA0*.tlb�llA1-, 11.13-.I3 1A33- OAa- 0.31 0.7S .dl-.' 6 75 + 31y
+.m +.NI +� I{
a 0AI6*- 2A31 IIO.7 4410.27--II{9.16-.m1 ffi 11.75*.01Wdt-. 13.3T-.I Ll3 1.0--. 02I 0,75 0-. 6 4
+. },1 +.m +.IA
10 11.9/*. 91A I193i-. 1534-.011.7p-.fI 71 M75-AIA 16p1*. 15A9 �ISAT-.I I.If-. I.0-. 0.31 0.16 .71-
+ +ml r.m +A
13 1330* 7A0 IU3- 14AA-A113.30-00. !1 .n75-. 16.N* 19An-.I IT0-.I I.ffi-,01m1- 031 ai ( 4
+. +. + +.Of� 4" I I •.
14 16]0-. 3.0 :"Q-. is If- I&A-AT' 7n A75-. OLU* �70.ffi-.1 1.37-.I�1.21-.I 0,31 pis AS-- i t0 }a' 4 -+
+ +. +. +
If ITAO- L30 1'..51r-.0�61f.64- 17A4-A7 30 .1175- .0*. I9Ra0-.I3lAP-.IS 1.31-.1 OAI 0.76 .YI-. ` IS Ikl 47f
+ +07 }. } +
14 IL60-A3 3.0 .74- 19A1-.07 36 AT6- 'ffi.36d TS- 31.7n-.IS�I.N-.1 I11-I 0.31 L.TS 17-. j 14 hY 4�Ij
+:. ♦.N t +. + ,
71 A1- 3A0 70 A4- "•4-An Al A0- A-.1 10-.1 1.11-.1 131 9.76 1.0-� I 14 )j 1!1
74 7.0 Ip- .rM- ffi.W- N ih IN775-A130Apt.�AO-. 31 AM-.1�1.0-.1 1.0-3 0131 075 IA!-All I6 h 6 t
'A a0 rk3U1- aln-Al 30 1.131-AA 3"*0 12- 19 O,f2- if X 12-14 1-61- 12 10D- 1 0A1 "on IAp-JaIA$-.1 30 1 4 ,..
>r +.01 4.0 Ad .T4- A7-M 70 1.1ffi-.II 7S* 10-.1' 0-.1 .O--.I6 0-.1 1N-.1 031 I.0 IA1-.1�1.0-.t M 1 1 A ^ ..
+611.1111- 40 7h /6- b'i.ef{ 70 „'$
+ } + +
• 4Ad W+ 0.31- .N_ >a I137S rhT.Sp* d-.1�0D.00^..ImldrAp-J1;4A0-,1 Ap_. 17I N4 1.01 I101 .Ii7Au-.16� 33 1!I{ f .
I
i. IewN Oalr 4 �� hw w.wlrrmiw rM�.wd IlYMrYMrhw w I�ueM eY n..yl N f
i. K1ketu+rYi 1ww&
war-P-UIL
T.9ntt V.-_Typ.I pipe centnJuyafly tact in nand-tined molds: R'�-P-�21►
17ia9ena9o44,.I inciva).3ee lfpmea 3 and 4 Tunx VI.-Type I and type Il piTz rentriJ�oUp teat in Rand-Fee!raolda
I For pipe laid under field condition B with 5 feet of envier.Ge 35 and 3.e1 • WeiBAta(pounds),and Ayd,ostot c lest p1'taa4 sea
-- T-1- I For pipe laid under field condition B with 5 feet of envier,gee 3.3 and 8.81
I Z Belln '
f `_ R�t �
} l a 1 [ a { 1 I I 1 I w 4� . ��is � �� � �o I • ' h e @� b Mli-r . r. r �= _ -_ a C 1 ks� T� 2 a0 22 j 0.32 346 I 4.Tft �.401 3.30 3.30 I fr.lo I 4,10 1.25 125 0.5Y . -` r1' -3 i 3 '�a �y .'r T - !.
4 1 e11 I 22 0.3a 480 i 3491 0.40 3.30 3.:10 030 4.94 1.Y5I 1.30I 0.55 I 11IS fret So _ I C61a lm
1211 feel Aeadi
99 � 0.7E � It 9O i_70 0.40 .1.50 1 3 88 � 0 98 7.05 1.38 � L:tS ! 0.18 3 11. 1 1. T:a$- ill IS I.
1 1 1 ! 4 15.3 19 295 270 2S -IN 15.1 19 � 270 JIM 5011
R e11 ' 22 4A1 005 WWI I) 40 4.00 4 W 1 0.34 921 1.38 1.45 n52 6 243 96 415 425 46s slo i1S 49a 16i bt0 5w
j I l 8 34.7 37 S 0 610 6w 1-30 u 1 17 no fro no T30 MID
50, lost, Ib0 22 0.44 1 11 10 111RI 1141) 1 R1 1 14 1 039 11.28 1.30 ! 1.55 O.5A 10 16.0 50 "PS 810 8A11 970 son 46.0 50 -0 500
7R5 RIO Rm !.
1 2m,250 1 22 0.N ! 12 598 63 1020 1050 1140 1290 If Sm 9.8 to lam law I'M 13M Sm 10 } :100 24 0.4E 14 09.7 79 1195 1210 1475 I500 73> 74 120 13m 156:: Sm
:I,SO i 24 052 11.10 11"0 O9p 401 4 w 0.38 I 11.28 1 1.30 I SS 0.73 16 89.2 96 ISYS 1570 IM 111111 3M R9Y 96 152S 15-10 I is" 3m
18 Im.4 115 1720 I70 212.5 Sw 1070 415 MIS IR60 1=IS Lb
i
50. I00, 150 22 0.48 1320 14w (140 14n0 419 ON 13.1R � 1.30 I.w ' 0w �'. 20 117.5 1.3E 2015 9D75 24R5 �Sm 1275 IS5 2175 2240 36R5 kR1 2m 22 0.48 I 1 24 155 4 171 265E 27.1E
12 250.3m 1 23 0&52,48 I f 32A11 Sm 167.4 I�1 YB,W 214:13 3390 SIa�
:V 241.' 25{ 4120 4.`40 14w 2417 254 4130 i2N1 Im:i50 Z4 I 0 56 13.20 1 MOD 0 4o 14 OD 4-38 0.38 1 13.39 1.30 : I.w 0 n4 36 719.2 347 "M 3 4m
I 1 I I I - 400 413.9 44, 545E
s" I :;"-_1 450 070 9m 413 s 450 7070 44101
1 30 21 i 22 0.48 I IS.W I IR 10 0.40 400 9.80 0.60 IS.SY 11.50 i.TO 084 48 518.8 5R 8R25 4w 516.R 556 _ 4
I 100, IS(1 1 I I C'kK3150 I I'"300 19 4 2m !' 23 j o.ss ( 14621w hmd 250,:400 24 059 IS.:M 16.10 i 0.40 14.m 4 5O 1 0.30 15.53 I 150 ( 1. 0 n.RS t I A I S 1 (34fi fM IKad 4
.i50 8a 06/ I ! 1 I 1 4 15.3 19 265 270 2!5 5m IS.l 10 Us " ':..i 5m
1 ` 1 6 24.:1 26 415 425 465 510 5m 24A 36 415 iY5 4a5 SIa Sm
Sf1 im, ISO 1 28 0.54 17.40 1 IA.40 056 4.m 45D 10.50 - 171b I I76 1 1 0.67 4115 as 4" 7:t0 5m
200 1 24 036 I 8 14.T :7 5911 610 660 740 500 147 37, 590 610 OW 9'0 Sm
IB 250 24 043 ( 17.40 18.40 050 14.00 /59 050 I 1 .42 11.-15 1 ,-4 1 a.R9 l0 4A0 50 'A5 810 WA 970 5m N'0 5[IWAD12 59.8 63 1020 1060 1140 1260 500 59 R 63 1090 10:-0 1:40 19A0 Sw
Sm,:SO 1 0 68 I I - 14 73.9 -19 1260 I:t00 I I.S55 Soo 79.3 79 Me 1390 I670 5m
1 16 89.3 96 1525 1570 18R0 5m 961; 43W2
E 96 107E 10i5 2010 5m
w 1 21 0.S1 1!1.30 98.50 6.30 4.m 1 4 X1 o.il I 1 2 1.7E I.RG 0.72 18 107.6 its IA% Mo 22M W115 1980 2SL5 2W,, Sm
Itq, 150 29 IO.SB 20 1275 IS5 2175 2240 260.E 335 2i15 210E ]ORS sm
21 063 1 24 INA 171 3040 3130 3.60 Iol 3Tp :6146 .qi,; Sm
a50 9+ 0.68 W.50 90.50 O.So 4.m 4 i3O n 50 19. 1 1.::, 1,90 0 fe, :10 259-3 254 4415 4.535 w3m 25 1 073 1 1 36 JN3 by 5RIM 490:150 I 76 1079 . I I 42 N79 450 781E SIO1 48 551.9 556 "Is 04 1019E
10D, 150 yY.12 a- I zI w i 22.m I o.so 19w 14 A o.'% I sl 62 i 75 I I JO 016 1 t-1...aso I (•1�3 3m
20 7A0 21 0.67 , - 1 - (57 fmt luwd) OM fmt bead)
250 N 07 21 w 22.m 0a0 4.00 1 4.50 0.56 1 21 R2 L75 1tn 1.01 . 1� 1 5 I-A it I.no 2525 01-8 1 j 4 16.3 19 265 270 205 No I IS.3 19 9RS 'r!'T 2SS
350 36 0.84 I 1 1 i 6 943 28 415 425 46A $10 5m 243 26 415 426I 465 sl0 500
60 218 347 37 Sm 610 Bw '70 500 347 37 sw SIG on 730 sae
100 92 i pq 1 25.80 36.80 0.50 4.Fn 4210 . 0.50 2002 2.m ' 2.05 10.8E 10 460 so 86 810 156 9T0 Soo Soo 5o 8a0 6T5 BSO tow Sm ff I la 64.E 63 109E 1130 1225 I3As 5m 6+6 6V 709E ]l.'1B 122E ISM NO
24 150 21 i 0.7b 14 83A 86 1450 Ir.10 174D 500 A5.1 0 '450 1490 1710 f -40
300,2" 24 07N 1 25.R0 26.tY) 0,50 { 4.m i 450 a.50 3600 2.00 2.05 ' 1.04 10 • 10 1311.E 108 I766 1915 21RO 540 111.4 10R /990 194A 2535 job
3m I 26 10.92 I I - 'B 125.4 129 2135 219E 2625 Sm 1343 128 2r% =46 261E (Sm
9�60 9ti O9Y 1 90 147.4 149 250E 25(10 30g5 Soo IS9.Y Ira 9&•5 7175 3c15 a0D
94 1917 191 .rM .1VAS 1 406E 500 2079 191 I 351E 13M 4350 Sea
50, 100 22 0.7, i :i,.Oo A1f1D oso 4.M I i 2.01 2.2E 1 0.97 30 7 .B 28B so95 5245 1 sm
30 1 450 2+ 0.8E 1 1 J6 4M.1 390 68to Sm
200 91 ( 099 3Y.m 'Si.m I O.6o 4.A0 12m 1 2,25 : 1.20 42 An.s s10 i790 Sm
iZSO 25 I o91 I I 644.9 Rio tOB511 5m
60. Im I 22 10.87 1 3R.:40 39.30 0.30 4.30 1 �.; (�la 1150
36 ISO 2-1 094 1 I I I 2.m 245I 1.011 I '8%fmt brad
1 200 ( 24 1 142 38.:to 39.30 0..50 i 150 1 2.00 2.45 I-W 114 111 1
250 25 i 1_IO I i 4 15.3 19 285 770 e35
1 8 243 26 415 425 465 s10 sw
1.9D
8 34.7 t7 590 610 6m 73n 5001 :a1, Iso 22 0as N.50 45.so 050 1 S.m . I 53.9 56 I IM 945 1095 113E 5911 u 00 i 24 1.0E I I 2m 2A•1. ( 2. 265 1 :.4g !2 69A 71 1181D 1215 1320 14m s
250 25 In 4450 I 45.80 1 0.50 ' sin m
14 92.0 08 I5M [am 19,10 5m
1 ( I 33 111.4 108 im 194E 235E 15W
M I50 1 7; 1 1 011 I s08O SI.80 1.% 18.01 I 9.m 2.8E 1 54 . I8 IN.9 149 2 302E 5m
No _q4 1.23 50.90 61 So 0.50 S OO I 2.00 12AS 1.61 � l70.B I4B 98R5 9970 .t56:� Sm
24 214.4 191 9T80 389E 1 4(111 son
20 21
t
a.K
A.
S'W-P-Ulb w1w-P421b
• - • Tea4.2:IY.-TPyr t and tgpt It y ppee natnJueallg tact is metal at,ttda:
TABLE li i. - ripe I pipe n6tnJUyoll-y+ �,t :a xlrtnt ra0htx: WeOts(Pouada)and A Arnatotie tad prreaw 1 , )1ej,j",r-Iiti (i B wil).5 ra Jiy.st t I For pilK laud oixkr fief aiditial B w9tL b tea't of ealYer.:iae 3.5 aitd 3.8t 1 IR itilln N xith s �Irr al m)rr.9cc 3 ti a1u13.8, _ _
e --�
liar )4 1a61 unlMr fiY7d ror 1
-_r_-__. w"Al
_.�.. later
I YRwi *Y =
7' 1 _.. _ 1 Shc4 .. _ _ 3 3 9 •. 1 ' 15
L IY. pp a8 %
ag i i 1 r ' Y. r L66 I r
EL
• i< I �. b S pt z h ' i a � M1 r `` I
a.,r m 19. 100
kel brad !;i s.• 11„a1 ie 1.Yl1 4
3 23 1 x 1'a 11 At ! a:9 a:q 4.10 O.AI4 1 1.02 0.41 1 1 - I _ _
9 1.1 It 130 213 210 .x21 Ili
11 Ili -115 2401 SOD 114I 11 IV 2t5- ::6130e
I 4 N1 W Oli 4110 5.60 040 1 :1_At O.q 4.94 1.08 I 1iii I 0.47 4 tull 14 32 290 D1 boo l 1531 14 290 S30!30e t69' ii a:q{ 120 31B
j I 6 I 241 26 400 510�30 2131 251 !6 22 4BG� eq(SOD N3 25 - , S10'3M
�. nll 03R a00 1.70 R40 31P O.a 1.10 7al Ll3 O.Si }
all 1 22 041 ! 905 I IR.S I 040 4:9. O..m !rsl 11.1 1.2R 0.04 1 e 44,7 41 OW 735.500 1 31 1 41 I 06 -.0 so i 3, 11 m1 iR im
I ` IO 46.0 54 j 300 9 s I See : i11.0 5i ; , m rs I soe 4&0 U ' I � WS!Dos
SO, IIM) 1.50 I 22 a++ j I I � I 1 { 12 ( a..al r 11gI12M1iSLD 1 aoaj as j Ila ueolsm l sa3, ac I1+0.I90a3es
9m 2d0 ii 044 I qq 14 I 69.7 76 1335 1 { T39 791 ;1410 i&p 73.9' -x 14401 ime
to VIG 21 0.48 111.10 i ILAl1 0-40 CIA ( om 11.29 1.13 I:% O.ai f 16 89.21 95 rw wo 602 96 t700 1 !
`� 24 062 ! 1 I I - I rsBY BeJ tip 170D1 am
I I I O4A { 16 i IOOA 11+ i IAy1 I aee 107.6= 1 H 13BSI 1 LID m4i 114
so, IOU ASD i
27 S, 1 24LO S
Sf l
a 74 . 1 j I { I 911 117.5 ITS 1 2w Sat Ilt 1 OD fLl
3J•90 a 59e
1 ISO 20D 220. ( 1 1 I I N , 155.4i t191 ��b 1 500 &.4 1N 13100 ST lam
1:91 1;•I qto,
t2 1 250 'm 21 I IEW 13.714 IJ.an O q 1.:IR O.:a 13.:91 I.i3 i I JZ 0i 1 -. - -
' :150 24 1 030 1 ! 1 1 Clam 2B(1 1960 250
j54 11 ( 0.48 1 ; _ (462 tat brad) --he["I ,71,na 1,. 7.
1 7 1410. I.Lt 9Y 1 O.SI k I 1 _ _.--.
li I 20B a 035 t 1S.30 I 1ti.lo i 0.40 1_it' 1 0.30 t3ss j Lsa ( 1.4e o.:1 3 I nsl 11 1D0 slsl sio',nfM) 11 , 11 iso I N3I ND,SOO n ! l r50 21s 2401 7DD
23A'MMI 24 I 0,39 I i 4 15.3I 14 2901 m still i 15i 1 14 - 2901 32D MO 15.1 11 Me 33B we
:450 25 I aN I I d I 24 3. 23 4eD 510 j d0B I N R 23 410 610I SOD t I t aMl s10I M
j I 8 34.7 1 41 a66 -In .900 1 34.71 41 ' j 05 :36II M I ;1 7 41 i 665I 735 Me
i 511, 100. 150 1 22 i O.bi1.
IR. .
I 1 '0 44LO 541 m Wit j Soo ' IIAO, 54 I 1 DDD -RS 1300 'm)n .4 AM:tam;AD
16 Y00 1 23 I O.SR 12 39.9 NB i 1140 1280 mj 64 6 OB 1 Isle I:MIDSOD : 1H.6 .+. I"-I W SDD YS4) I 24I 0.61 I7 I .R: I q 0:0 4..Y Odll I li.fi9 24 LU O.i;
:IUI.1150 25 Q.o3 I t4 I 79.s TD I I is10I 2BO 111 Ill 7R j 16101 See Db 1 ;x Ifiq SOB
50 I 31 1 O.S4 I ® 16I 95.6 96 ' {Isis{{' 15a0 1036' D6 11901 2te 1501 III-J =x. 04 Ibw I
IR [lab 1141 Me �SOO IZ4 114 •A"OI SOD { 131.3 Ii+ 2596i :tiOH 100. LS11 ffi I 056 I 1 i I{
209 21 6.61 20 INA 1331 j Isla .600 ' I I7 a! 133 ; j 3765 1 L110 i ISA 2 I.1.1 W-0. SO!
IR :aMl 2. O.R II O 2SB . O .S+ .5 II Itti2 1.25I I I 00 .24_ I90.7 179 Ea66 n 7 MISS vw1 Am
-
:150 26 j am I ! + , Clow aoo
:A 21 111,57 War head)
10o, 1.50 22 ` OA2 1 1 3 11.4 11 j UO 211.1 w 300 I
21111 L I ®.rG III I 4 152 22 14 2A0 330 j ADD 1
2D 270 24 0 s0 72 21 1 .OD { Ode I 'D 0.30 21.R2 I'M 1,74 &or .
m 25 0.:8 s N.3I .'i I 400 5191500
: 1 j I I 1
:150 26I 0.81 I I ( I t a9
A 34.7 i 41 a m 735)SOD ' 1
I i l 10 .D 1 S4 j 1m 1130 M
Iro
01) 2D etl II 12 j 0,4! aIsis I466 LDD I !
22 10.0 j {
�! 11M1 M I D.T. 1 25-9l) 26.R1) 0.50 1 4.50 O.0 129 1.25 I 1.94 as7 14 1 A2.OI -a (i73b I Rm
bob I x f 01 ! ID Ili 41
� ' 121mi }sml
:the se RD2 I { 1 ID I IN.A 114 ' :72D {aao
-... '_ 1 1 I I I i I • s 170-9 1133 i32101 ISOO
1 • S4 r:'. 1791 14230; (SOe 1
I
1 � A
I
VW-P-iteb
Tsa1.2 I.-Tyyt(pit-cvJ pier:nimenxivns(i�cApj.Ste fi -P-I21b Tau If - Type I pj e,,g pipr. ICv. Flee
Itat ban t (7 f21.Mteakilgpp W&for
(poawdal,add A-V'Iroelalte Itel pfesnm(p.2.i.J
Bell. __ (For pipe laid tuakr field eoediilOn R with S foe[of ea.If.cz 3.3 aad IN,
Vom- 8 '--
Mal
T%
al- C1r ! w- Th keii•. Ckteide 7Tiekrctw 17epth `k
clef � ! 4e2i0- P1M I " Ilrmeler) M1 i w t
d pipe, I Yti6u I 2ackei L d 1 i %at
•i '�neAw) t'I2a.SO'I IS U.t Mnd
( w 1 0.% 31.71 '. 39.741 0.50 j 450 200 770 ' LIb
$' too 2 O.W SIM 33.00 0.50 3SO 2.00 .10
30 < 150 i 230 1.15 2ui 3 121 4J 1
I10 32w 33.w O,so t50 203 2.60 112 33 aMq alo
ISO
3ii 7 {2y It ii
j i 119 32.7{ St1A 0.50 i.b0 2.OB 3.00 1.60 3 'fi n
`6 M 3 801 Al'G 2}q M
2� 1.:19 i 48 S70 J i 7S7 '10 221111 t 200
54 iQi.i 0Pd !1111t 22M
li 2t10
. 00 M6.' i 1192 112 to 2IDO 200
SO 1 O it 37.96 3996 0.30 4.30 100 2,S0 1.25
p 100 b 1 is 38:3n 39.;{p Ball{ 4m Lm 2.80 : Lw C� 1011!'Z.11 Li•t M•vh
:16 150 J 1.22 38.70 39.70 : QCQ {.:J7 1 too 3.10 1.60 30 -N;2 j :121 S7tM1 :`On
29D 6 j 1.43' 3916 w 16 OM ! 3.30 200
250 1 1-341
j 100 dw 1.30 36 j 411.7 j 4110 313s _ROD 2tMt
42 492.8 65.5 6375 22011
48 f+13R &5s A823 200
22M
54 ! 322.8 1115 j 11025 2" 206
SO 1 1.07 {a.2o 45.20 aw S.3o 2.00 2.so I.w rq !M11.0 100 2 - N.so JS..511 O30 5.00 2.01) 300 1.S0 i 134t
32 13 1.1120 27M Ilm
0 i 1.LW 3b A5.10 16-10 050 5,00 2,00 3.40 1.75
l j 2011 6 flaw 159(3A0 lmt MwO
t. I.Mt A.i.59 J6.58 0,30 i.00 2w 3.BD 1.95
i
250 Ln' :137.5 j 375 JJ.30 22M :Inn
341 {{9.2 564 5wS - 222(MI 31M1
f II 42 58.9 784 I Rai
!. 1 MO 200
50 I 1.13 SO.St3 51.50 0.50 5.00 2.00 3AD {{ 1.30 ti8 72J.2 j 10211 0715 22110 3pp
IUJ 3 tA7 SO.BD s1.80 OSO 5.00 2.Q3 3.30 LB.i 51 PoG'J 1 1358 12135 2W* 2i0
1,10 i 1A0 SI.40 5210 030 S.00 2.00 3.90 L95 1f0 II5A.3 111�/ ISa:S LMIO 2S0
900 6 1.72 i 81.98 S290 0 b0 S.lq 2.00 i.2D 2.20
•. 930 8 202l i 1' f h.200�M4 f,t invUl '.
:to j :Mwto i 442 A300 2: ] 300
36 %28(1 j ti{1 Ow ' 22011 300
50 1 1.30 e.e3 8736 0.30 ; E.,a i
100 3 1.31 37.16 9810 0.50 I s96 3.20 1.d0 42 I 681.J ( Port a07S 2" :10t
i 530 2.2E 3.00 1.90
b• t30 { 1.a i 87,E 1 am 0,50 I Sim 2.25 {.00 9.IS 48 I 852.1 i 1171 � ti100 710) 30B
2B0 6 1 30.K 0.50 5J 10.52.2 I ISfl3 i{1% 2MI0 3BD
904 S110 I 5.30 1 2.25 {.w
y f10 8 2.2L - 1 2'* v) Lt:A.-t 1110i lolls 1 2300 900
• � ' 1 i ('Icon 250 S:C Pot ht+d1
N ( i 1.S 62.So 1 - -
35.80 0,50 6.30 t 9.1E 1.p 1.70 30 J'Yr.l A1R i {00
j 2 ; Ltl ca_w I 61.w 0.6D b.30 sff j 370 1,90 :iti 567.9 liil ! 7190 ( 2200 I 330 --
1 1." 3.ffi O.sO 8.Q0 236 t76 430 2.25 47
7 I i L70 ZOO 48 9M.2 1
� 11711 � 13030 !
i B•82 0 230D ( 380
84 ! 12172 1563 1 Iei75 s50U 3Y1
- 30 1476.3 1901 i 193011 am 330
I�
VV-r-421e i
Rm. pipe dim. Z (in.)
I
a g - 12 in. Incl. 1.00 3-INCH TO ?4!,VCN PIPE 30-IK MM CNTO48• CNPIPE
Tf 14 in. ud Lr - 1.25 In
co t
e M
- � Dt NOMINAL LAYING LENGTH � - � - — - _
t
N. O-tAES/0f GASKET O•/N51 ASAT r�r
P� n xr ;S.—Talk l pipr rrntrifugailg roxt in saxd-eked ruol.:- .. .i !.�„ded n.d- �
0 M V
a���j""77'��� APPROX T �-�t APPReI
� r rt:tx� 6.—Type 1/1 pipe-pixt gasket.
m
.40 .40 45-�
—� � � aoj..Mry ea.�A•a•
nxwrwwer-.=w'
�— D= NOMINAL LAYING LENGTH _
Il-.i ey 4. —Type 1 pqw rentntayaliq ca..t.1, 1-1 nc.l nxobin".4h plain ends.
s e Gd.L I
� D4CX OAt'x Ort TM-At[ J7i[S
1457-4817 GLANDS re. f ywpKA 7a.,�.wa
ONLY 4`'.IM
I p
�1 . _1_ •�• ��L>•
P J."o NI .0" AWCS40 TM
.wn
OKA pe[Ril/AVeM pNrtN'e'C.x w+/ ��pfe/epx171//w+Mr/N(�tM11••.�maiyy♦Mf YI A/N rdMrit fNlal
.rr• aDesAe/ f wry inS,footexd/eff�rWMr If.Aeh At 4e.srwM
/( /M,,I NrAn!fAM so7 t•CHodf Me aWf,de/OTlA'-NNN,
1?Y Fx.;xe 7.— Type III pipe-join!gasket tqn and bads.
Fe:rxs :i_- - Type Ill pipr-pomt dmrn...nns..see table I%. 0
i�
IS
E
i
,
J �
WV-P-4Slb
6.3.3 -%urCe of iron. A so of iron is s Fede;sl Specification WW-P421a dated Mare.". VV-P-A21D
cupola furnace, �. forehearth horn shish iron is 2, lW..
deliv,red to a transfer or pouring ladle A fore- 6.8 It is believed that this specification sde-
hearth is a mfractory-lined remptacle for the
tempnrery storage of molten iron from one or quately •ircribed the eharacteristies necessary
firm cu;xdas or fur inces. to serum the desired water;.ot,and that normally
no unifil s will be weal" prior to award to
6.4 LbdnB.When it is know- that the pipe d. la;'1� compliance with L =recifieation. if,
will carry water that will cause serious tubemu- f,.r my particular purpose, san,ples wit;, bids
latitm, ft t-mortar lining should be specified. are nerereary, they should be specifically asked
When elrcial condition, require, fininga can he for in the invitation for bide- S=C+L
furnished in thicknesses equal to twice three &9 Federal a {�t perifieA in 311.2. specifications do not incbde all R=NOT LESS THAN b-C I C
type', elaeees, sixes, etc., of the commodities in- j
6,5 Gaakea for type Ip pipe. Standard dicated by the titles of the specifleations, or
rubher gaskete arc furnished for water service or which are crrmnereially available, but are in- Opp NOT
other service where neither the liquid being fin- tended to r"�cr the types, classes, etc., which 1- y
• LESS THAN
revel nor the temperature deteriorates the gas- nee suitable f;. - federal Government require. � a
[Pfau Tips of duck, synthetic rubber of various manta. µ.j
kinds, lead and other materials can br applied 6.10 'Meapoela/ion ihseriptbn.Tranaq.- '8
for other services. Durk or other reinforcing ma- tation descriptions and minimum weights np-
feral can Also be applied to the bark of gasket, Pli,able to this romrnodity n:e: ; d __ 12r_Cn _ J
for s{s•;•-.a1 applicat:om,. 1
Rod:
i
6.6 Fittir - Filiags fur..., with type I pipe Pipe, iron or steel, east, not otherwise in- Flr.tag I.—Type f pit-ntaf pipe.Ssr wide!.
am rn,rored h, " atnn ('100, Cast lr;m dexid by name.
1 Prt�um Fittings, ;n,: American iP ater Works Carload minimum weight 40,000 pounds. ! t
Msoriatim, 321 Fifth Alen,,, New York 17, Motor-
N.Y. wed by American 9taodaeds Aseoeiatim
Standard A21.10,Short-Body Cast-6, , Figioge, Pipe, iron or ,feel, Peet, not otherwise in-
3-inch to 12-inch, for 250 pa.i. Rater Preeeure dexed.
Plus Water Hammer. Fittings for use with tops Truckload minimum weight 40,000 pounds,
111 piPe are covered by the Handbook of Cast subject to Rule 34,National Motor Freight
Iron Pipe of the Cast iron Pipe Research Anson- Classification, T(�
silo', Chicago 3, Illinois. on the date of issue Nwttew. — Whnn Gorernrornt drswa,pi sfv�ifira- ! L
of this sperifiestina. fittings with Pushon joints i,00q or ware data are used for any purt�ae aher then _J
I m <'owomu rn with a dng'i4 rrYted Gornamrat pit. �f..
are not arailabk. However, mrchanirnl joint F'- "us" tot.nrial t_itart'ai4dEt.ww Covemmem taeM, •
tinge, all bell B.and?. fittings,or bell sad plan ud ehr ft ttpotartbhe�Qotmmm�rnt�l�R f�, i 777000���"'85
end fitting, may be used with type II t fmwisasd a 6.
pipe ape,ifiratara or �hrr deity �D�,d Wir dnwinPl •
d 4 Is not to be h f`
6.7 Type D pipe- The wndt-on joint cov- F1'.tln nor otherwise r in nny_ntan.wvits the t
Bred b type iI our person or,orparatoe, or touveyinx any rr y pe Pipe in this specification mPlacen nahts oe petmrsa„n to msnufartarr, use. or III any d NpMNAL lAtfMlt3 LEAiTN
the milon joint covered by type Ii pipe of thrmt,w 'arnrtion that mar in any se. he ell i
FwLax 2.—Type I pipe cestrilufalty cost in virtu!welds,See tow 11,
r
i
,
19
13
wv—P-431b
wrier mks and regulations ae (I) When glands far type III *e .!.all I.
Rule, +.. coatod with other than bituminous cc
army Federal
etiapped role,, ly-r 1, class B 8!t applwabie to the reside of transportation.
heir ararst Yet a_astir _ steel strapping conforming to Federal f pecifica- ing lees 3-193.t).
5-781. The steps shall he placed 1/8 5.2 Marking. In addition it any special (j) When tole a back*are required on W
(k"'paasoni�aarhr Vill the QQ marks required by contract or order, shipping and material /o
the disc of the bundle from each end with in- I marking s s for type 1II pipe
'I ignirtr«tsallit' +n tcrnwoliak atnry placed equidistant but not ex- containers shall 4 marked in aecordsece with used for such or Md,ka ,,Iee 3.Sq.2
Trew6•wrr«sgrA -son ' Military Standard :silt STD-STD
.taus __ Wading 36 inches on center. and mah
"4 (:land testa.Tat speetimens required for 6. DOTES !k) When nhbe nth for bolts far type III pis"
5.1.13 Jo�at nwtmal (bona, nuts, gaskets, Shall he ether than as aq+ea'itied (se
errifying compliance with the reluirenleata of gtannds,and joint luhricant).Joint material shall
3.12.3.1 Shall be prepared and to-le.- •n acn'rd' be packed in woad-cleated Plywood boxes in at- pi IMemler! uslledl Type 1,tyl+e 1f•and type 3.12.ring
ante with the pmvi+irons of ARTyI Spnrifirstinn m pipe arc i her ligf for veep conveying water, (tJ �. ring ibex and futl-kagM boosting
romance with 1•'rdlrrel Specification PPP-B-WI sow or other liquids. II sal typo lli
A48-60T_ (overseas typel, or in nailed wood boxes in se- a are
v Type w cede shaft he required ee pit-east pipe
S ifiut:on PPP-B-821 • � Pipe ae used k advantage le wet trenches,whim and pip, over% inches b sonhdnrl Ai-
4.6 lospeaiio s too,peeparstlon of deWery. cordanee with Federal Spec flexibility is required,or where excast'ive exlan- am@kr reatrifugally east in Baal-tin,•i
The lacking and marking of dSc pile- and joint eelase 2),Contents @hall be cushioned and brtired Sinn or rontraetio n may occur, colds,and the number of pipe to In r
uateriat than be inspected to d•tenuine ronfonn to prevent movement.The cleated plywood boxes tested (sec 4.3.2.4 and 4.5.1).
ance with the applk%W mluircuants of section shall be closed and granted in areonianre with 6.1.1 Temperature limitations. Type I pits•
Should not be used for SAY ""Tice tmmpentur•es (m/ t.ee^I of packing required Ise@ 5-11.
S of this spe-ificatian.The packing and marking the appendix b the box specifics.'.^n. Flat cue: type (it) AI, piet pe loss than 6 inches in roaoisal
requirements of section b eocered `y reterennd Rtreppiog shill be type 1. close B. Me groxo: � � over 450'F. cr for oil over 3WF. Fort 11 d8a pi,,,���bundled and the suer
specifications and standards shall be inspected weight of boxes shall rent exoaaal a sit, alek and will III pipe,the nthe rubb service ts,Whra-
in accordance with the -.pplicable requirearrots 200 pounds. tore will be limited by the tubber gaskets,When See .,i pipe Prr Mnsdk taco
of these documents. For level A and B paeki.ag 5,1.2 Lcte! B. an application with liquid tompoesture@ fn ex- "I .4d p
ditionaf options.When special eor+di-
the parking requirements of section 5 not covert r ess of 180'F.exists for type It or type III pip•, tints,"in, the procuring agency may exereise
by refrmnced eparificatio ns shall be examined 3,1.2.1 pipe.Pipe with an outside diameter or. the manufacturer should be aamwrltel (wee 6.51. options aA as the ectd od of rooting tsee 331,
for defects listed in 4-6.1 is ^n manes with 6 inches and over shall be shipped loose. When plain or headed trade lob type I pipe face 3331,
lfiittsry Standard MIL-RTD-f05, based on as speri8ed,pipe lose than 6 inche- in diameeter of 6.a Oederin6 data Punha?he :hotan exec- a (see 3.61.
AQL of 4.0 percent defective. like kind and siac shall be bundled in gnantiticS • cdSr nap desiml opt tot,- ulfend herein, and pm- and �' l �YiM � pipe
specified by the procurement agency and strappeil curenient documents should .sl.rcify the fol{ow- However, rash echo pti cto,t aw men x can-
aisteot with i�srethOR opdrum: for c:anpe w'hcre
4.6.1 flasaijfrrttiem of defects: Parking. with 1,class B ftat star) scrapping rnnforni- inR: are limited to 16 fart.
Individual laying leeg(Ih"
(arrRratr* Dearer -- ing to Federal Specification QQ-8.781.Tile strap,, (n) Title, ut•nda•r, sod date of 011- Sprrlfirs- an option covering method of casting cannot be
shall be placed l/8 the length of the bundle Lion. exercised because 16•foet tegths are svailalAe
y(+.01 I from !sch end with intermediate Strape placedpe centrifugally cut in
+and-1®ed
top p sect &ad asf
Trri4tt. (bl Type,clams a m:minal diam•Irr of pipe only _ary properties of higher
rem Cvlaaieiaa root Iatr:aa awl pnS egpidistant out not extreling 36 inches on renter. (etc 1 21 MAIL -Pm role,,mlthlirnital
vided. drnpatn.wa be furnished with a umabdia d ruc-
lo't Wrapping era («pr,-iadd"Isand S.1.2.2 Joint material (baits. nuts, gaskets, 0 1
(r) Whendiraw•ings of gyp'II pilx•joint.hall cure ad 45A00 p.s.i. (ate 3A..1) add a hustle
mN Bases a tod,fied bi rla-xddart,a glands axd joint lubrieaat). Joint material shall be furniRheol (see 3.1.21. Strength .4 21 A00 p.s.i. (see 3-431.
wl Aida wars r"pt ad. be packed in domestic type and cieres shipping
sus l:r.we arch".r stil't!'wlh eanwmrs (d) When pip• wit!: mehanieal prolrrta•S of
de cnar ir@aia" limn. containers conforming to Federal Rpeeificatmon higher strength is required (see 34 and 6.3 DellroM ns.
-- PPP-B-601 or PPP-B$21. Contents shall be
S. MMPARATMM MR DUMMY blocked and braced to prevent rovement.Strap- 83.11. 6.3.1 Nrat. A heat a Use Israai during which
For civil agency procurement Federal Stand- ping a type 1, class B confonming to Federal (e) When pipe shall he furnished for other than pip, 6 east and the melting unit k operated
scot No, 102 should be referred to for definitidus Specification QQ-S-781 shall be ill accordance field condition B and 5 feet of cover continuously. A subdivision of a last is herein
end applications of the various levels of pack- with the appendix thereto. The gross weight of (Sce 3.6)• referred to an a Axial.
aging protection far sul+ldic,, and equipment. 6OVeR sl.nil.out excel approximately 500 ponrr4. (J) Total laying length (length instelledl of 643 Mixtsr'e of toss. A utiztate a. iron is a
Boxes exr-^sing 2.50 pounds gross; weight shall pipe face 3.6). comtanation of pig inn. atmp, coke, and .ether
&I Psehing.Packing Shall be level A. B. or be moidifiel by the audition of wood skid" in
C as specified (see 631. accordance with the applicable livable box specification (g) When ppe shall he coatsdl with other than raw materials rluged in a 0 has or lurtiaee lei
I Phitumiawa coating (see 3.101. aicr a darned eomPnalti°n ° anon; in a c,mJri-
SAA Lettol A. 5,1.3 Level I'. The pipe and joint materiel l (A) When tenent-mortar lining is nquiced nation of molls° loon from rae or miire soared,
SI..1.1 Pipe The pipe shall be shipped loose. shall be parked to insure carrier acceptance and and thickness of lining if other than nark is a forehearth a Ian'`to give a dwited
When speri8ed (see 6.21,pipe less than 6 inches sa:e delivery to dketinstion at lowest rates in gionifed (see 3.11, 3.11.2 and 6.4t. auwsition of Was.
in diameter,of like kind and wise, shall be bun- comphance with Uniform Freight Classification arc 1l
sled in quantities specified by the prorummmnt Bul r, .National Motor Freight Classitcation
10
I
op
tie_• . at r
- a oleo iH -
,yy v fan
��! s - >•�� w-..-sue.�,..,..-.......... ....•.•+,ram..._._-
w ASP-421h �r�r—F 0�q1`1116
w
the requiremdmte of 3.4.1 and 3A9, the pipe from Talbot stripe far reword purposes (ere 4.1.11 shall fir/ — _ R
which it was oaken sluill be rejected and a retest be performed as specified in 4 3.2 3 for Talbot- i Tons '--
shall be made ort two additional swat speemarns strip testa. derpsretseen pn,
cart is weld 1 Mass is
from pipe cast in the sonar asmpld�i period a the roldr 1 ,�,
4.32.6 Hydrostatic tests. Sniveling shall not (ere 3s)
specimen which failed If either of three two ad- ( - t —
ditioaat apply.F.ttch pipe shall be subjected to the hydro- t --also ti. ..tt- lyduidr:•r
specimens tail In ntret the requirements static teat pressure listed in table Ii, Ile',F'I, \I. 3.4) I H-nestvdavaidie ieae of 3.4.1 and 8,4l, all 1•:i,• which hoe been cast p ]todulu.of toot
from the mixture or sea,rre ai iron repreaentatiar XII,ell XIII.a applierbfe. Any pipe that s ale- rutvum T.Nat.trip T ^s TaRm-o p
of the deficient test si,erinten- shall be mject.d or of uraliae fails to witlatand the teal pressure f,m 3.4_1, I �# K„ rise,
shall he rejected. Rita Mud Ruat emit R*sea.
:lodute of Talb.t-ntri 4s-At t Ring !eats and a shall
tweeting i1WK,ts. t P ( Tdtw Mnv Taiam grip
teats.At lea.-t one piiar ample shall ere:,elected at 0.3.2.7 (`rermt-atortar fixing teat. Sampling tort 1 tent test
r-taterials used in rauent-mortar lin- Temle 13„
tWl4erytth roans h tg,kt�fails.fails.random from each of the following six grout+- for tests of legs and for testa of the fini heal lining shall Ire S11erelta twtrtona twm nr Fr h
produced by the manufacturer during each tern 3.4ai tent ten., t o in aemnlanm will, ASA ar Standard A21.4. ltmwk ].0 Tea hat a,+r
mih'a cal,except tea gmngts S and 6, in which ata Ind Tent tar n-t
j and dawl" ws4vwhls
pipe same 4.3.2.8 Rubber-gasket tests. Tests vp be R�edt,3.4.41 \M -feuI.I.
case the number dd Ids to be taken shall r. I l ory at"
Ile a-tocified y the procuring agency lace 4.5.1 conducted in accor dance with 4.5.3 lu e-ssblistt • + tee 3A.st avd add,- Rnrk.sN sa I Na at+l+twt4s
egw lest
and 6. San Ire shall be trkem for groups S that the gasket manufacturer is a qualified sup- I 7Te pnwary+e.at.,r,hea,-nptahiagdpr rase p;pr rhdl n,.t6etsu+art.,a.ff tw lrrndemu;wluwte,vtd,.ae.,tr.�
ores 6 fmm pipe tieing offered the Government Bier. die control of -krts 7 cah tl-mdpareawa:+for breaking k ud„r deAeprkw,Talbot N ' w v r.-+rood a . f,..stidwary vhysaal leaprv-
{ Q Y (ta ' preeund saber- 7 ties in aernVaem -lth 4.31.a.
e filar under a specific contract. genet to the initial qualification tt.ts shall be as ' Rig a mots led full-lemitk huramig met m pn urn PIP,and
5 Nall lee m y"irtd od.w:xs nip"orrr a4 itw,A mnrdawdly.wwt w,mall lined me4da
greed between the pipe manufacturer g and his epeeiard try rM pnnaay aaeo'•r lase i33 7 and solo
t:n.ap tinwnd dawrner gasket eupplk: end,shalt insure that gaskets of- 1 ' Net re'4aited o s.and 4-ineh taps ,err 4.J].4t
ft eb.) ' µ dhatEtrip teats rqv in used inemad of tM lay test,at the opw,d rhr inapuf.numr+n rh.-h ,man- the Tdl.a
irredl the Crorernnnem! al one time under asix- tnps shall mwt the mgwmeaatte of 3.e 1 and 3.4.2.
l cific cantmet nreet the s io a�Mals requirements of 3.122.1
3 14, 16 will la or 3.12.3$, a spphaddle. The Government re- • + The bntumi ono mating and cement lining of pipe length bursting tests,and but-far teats.For Tall-
4 ao sad 24 shall he visually examined to serif can
s y4 sa sell sg screen the right to iotgrerf gaskets at the „tame ..
n Y rpl�nre bon-strip testa, ring testa, full-kW baestin
{ s{and r0 of manufacture.Srrt'h ienaisretion shell not relieve with th_requirements herein. tests,sad testehar testa,methods and ptocedunR
rile pipe .•. ...iaeturer of his responsibility to 6,0.j -lforkiag. on shall be for preparing test specimens sad conducting test..
If she sample pipe front a particular group fail, furni-lt taskeb canforn m
»ng to the requireent= �'i wl examination
formulas used in t4yerminiag eeaalta,and iseth-
to meet the requirement- of 3AJ and 14.3, the of this specification. made to verity that pipe is marked in accords mee ode for resrrmimi defective
manufacturer shall select such additional samples with 3.13,that gaskets are m::rked in accordance ng aPec'ma'a, and re-
for Tests o J ye pipe. with 3.12-2.1 or 3.12.3.2, a applicable,and that tests shall be in accordance with AS.,,Standard
for tenting a are requires to insure th>st the pipe J glands or r„ Ill t From A21.2. A21.6 or A91.8, a applicable. Correction
being offend the Goverotnewt st roe time under tvteh mixture of iron used to cat glan is. test tubriesnt nmtainers are marked in acaudanm of observed breaking
a specific contract mmts the requi—mients of 3.4.1 sperimens required for the tests specified in 4.5.4 . with 3.12.2.2. Marking of shilep
ing containers leads and deetlretim of test
shill ire examined in aeconianre with 4.8. bars to bats of -Insetted ,oa.seetiaa -tall be
end 34 3. shall ix rant team the fie-t lade of iron, and at in accordant•with ASA Standard.4212 :2L&
J. intervals sit to exceed three lien during the 0.5 Tors �aiede said peeed�res. as siv+licabte.
4S.S Hardness testa.Sarevditgt far hanh,rs- A
hest. Alll glsndla rest from the mixture of i:+m to
seers on e pipe evintaccordance
east in metal nrnhi- which any deficient test stamimeme are attribute- • "I F a Teat,. Tests to --erify romplience 0.S.1.3 Hardness testa Harhm�tests shall be
-hall be m acruManre with the nuumfaeturer� hie shall be rejected. with tore requiremenfa of 3.2 anu 3A shalt be in made un the oWaffle of ass pipe in atcorlsnr atander:l practice. Details d the titan shall be accordance with the following: with the manataeturer'a standard practice.
made available to the Government inspector if 0.4 Examimm6n.The pith and joint materiel I 4,&1.1 Hydrostatic feats. The piire -hall be 4.S.2 (terews-worfar tieing tests-
so requested. If s sample pipe fails to ureet the shall he examined to verity Compliance with the M{etltoda
requirements of 34.5, the manufacturer shall se- dtmeusional, marking, and � installed in a suilabir test facility and subjected and ptoeedmva for testing materials rend in re-
)Oct workmanship provi- for a permxl of at east 5 sesonds 1-, the full test nwrt-mortar litdmp suit for feeling the finished
ken hw testing whatever sdditkaal wmpee are "ions of this specification.
aired to bracket the i Pressure specified in table II,TV.VI. XI, XII,or lining shall be ins accordance with ASA 421 4.
required I fps' represented u. the "I Ui XiII, a applicable. Teats shall be made before
skfleieset sample okown to a ripen&site,twr:me nr useeswna. T pipe-hap be examined 4.&S gasket tests.Taste to establish the 1
nvxtm�e of iron. or :nneality �teriod. All to verify compliance with the requirements of the appliecion of a cement w special lining. qua-
33,3.7,and 3.8. Rolte and nuts for pipe Suitable controls or recording devices shall be dictation of gasket wtiyrtkrs (see 4.3-181 to fur-
rejected to the bracket thus be
t eatedhall be ype!11 r provided no that test -reassure unit duration ma nosh gaskets in seonrdsalm with the requirements
rejectai. Rejected pipe maw lee reheat treated it shall be visually examined to verify etmpGsnce l y of 3.12.2-1 and 3.12.32 al�i1 be cs nducied in se-
such treatment will satisfy the requirements. of with 3.12.3.3. be adequately r+rertainel.
rordaare with the tolbw:at twat metMtdk as given
3.4.5. Sampling for hardness test. conducted on 4.4.2 Rifum)soua rontiag and cement dialog. . 01 0.5.1.E Talbot-ship teats, piny de tests. Jail- in Feral Teat Method Staaidand No. 80f.8
9
A#
-1' t21► WW-P421►
1 fitd berem. Exr t as Otherwise
able Ire IubrfesWg the gasket to facilitate at• ally steel. Threes shall be of ells edearae thread � el 4xvised. the 4.3.3 .tit ni p>✓in,�pains/.*tfst#.
sent* of the pipe joint. The lubricant shill be series IUNCi collocating to Natte:.al Bureau I +upplier any uttMaa hip,ewe or any other ap*r-
Lion facdlities and rewires acceptable to the Gov- LLL1 C'4emse d mallyris of seta I
IeontOuee, sell not support growth of lae4e ia, of 6taaderth Handbook H28, with external ernmeat. Inspection raeonle shall be kept aru• Pig Purtmots, eaek beat shall be tin t 1 am
shall have no de4ristratiug effects sa the gasket thnwds class 2A and internal threads clam 2B. { plate sad available to the C.overwmeat as sptcri- leriOdll ell approximately these banes with at
material, and&%all impart wither taste nor eke Rages anti gaging pracu;r for threw o shall be ( heal a 4.I.t. Thin()everonemt reaerrtw the perl-ght beset ore sample to t* taken during each i**ial.
to water in s pipe which itax Men fltadadl in in arcotdapce with National Bureau of 8tandardr to perform any of the 'UWPKtiana ast forth in The simple for the first lrricst +hall be taken
aerordam•e with neommeuded procedures as, Haedbo A -M .Nuts shall be heavy hexagon the sptrif*athm when sues iaapeeiimb; ass during the irat hour o, if fasting is direst.from
given in American Water Works Aworiation testa row. sing to the requirements of Ac,1 oleenred»mawacy toa�sue aupplirs sat n reioes the nteitfnpo aft from the first bask. Patn@ks
Standard A\\"R'.4 C-601. The lubricant roptaiu- Standard B183. &des shall not be p*nuanently roufornm to ptnwriimd n•)cimnatffi.
shall be taken so that each mixture ram amuse of
its.hall IV labeled with the trade name a trade- stretelml when subjected to the following pea+f ins ieer 6.31 used for ton hoary or longer,derin g
mark and ills pipe nunufaeturer nan* test Italia: 0.I.I tnspertion records. Records of eats peer- the heat shall be fairly rttpervseated. A sample
112.3 Tula //I pipe.' aMsrvl,s in wnterials tore Tom kcal • ifiel in 4.5.1 shall be kept by it*msuufaetmrr shall be of the rite required to perform the mudy-
inrluding glawl- rubber-ring ga kit . ,nd ter- (Luis) fPwmbt and re'-.fined except as indicated herea to a is necessary to+,•rsfv nvufttrtetmn•with 3.2.The
y aeon period of sae year fro' the date a" eota are otuple nay, Ix• d I-t luoratrly or. for a parte-
hcad daubed with natty-hall be furnes6d,1 m quantr
y Is.30o I recorded.Rearms of hardness teats on,pipe rent ri- ula lari.d, d itl t t one a test al taken
th. Sulfirtrnt f��r the specified twat Irvin¢ length 1 24,500 I fugally coal n*pal mMths shall be
of pips. lid 4n,ttaa : kept of a dy during thr,,utiI, III r; I to verify plev'siead proper.
those hardner.' tests conducted oa Talbot str pe it neon reix nl \I „ls:^ cut fume u r ixturs or
&12.&1 Gland., Ism in tlee gland,-hall run- This I*ering , uiace of the cart nut shall be selected in aaonlartce with 4.323. tr,m „loth a,mwpie l+a,indicated
form to not leas than the nr uirrtn+nts for clam` snaoth and the nut shall be tapped at right angles b controlling 1 I aM, rrh pipe the see „allo!A -m:rut w;t1; tb mpun'r•'ot. s. 32
No.25B o WC of As'T\I Silecificalion A4R-60T. to thin surfaFe to insure axis! landing.Bolts and static tests a eeelt pips shall M shall ', nyern.i.
The, annWar surfaces of the lame lit, and the nuts shall he coated with a runt-preventing lubri- Caveroutent f
g I inspection as well o
iamb circle shall be srmccptrir. Dinwnsn,ns ami rant after threading or tapping, such testa conducted during the one. 0.3.3.2 red firer tale.Mm pltr,s11all be taken
tnMe-nets shall be As listed in table Iv rnhs• 3•IL&4 Boltholu. Boltholes shall emfnnn to inumdiately preceding the Cwaernnx ,,'r- ar specified in 432.1, A wpydr shall consist of
ntherwix specified Isee 621. glands shall be the dimensions and tolerances spee•ifird in table tints. For testa of 4.5.1,which are trwdurtl.n : dy a pair of test bars cast in uwtnianm with 4.51.2.
e ated with a bitrmintos eating. I\, and may be drilled or voted. All belthoer , f Ax sli rified by the Procuring agemy,avoilabiiity ltnly one teat bar from earn lair need be bnJtty,
shall be for of sand or ections of iron that of nronls rosy ae limited to Only -.he results of tut the nruufacturer Stan have the right to
S.I2ntra Gaskets. tolerances
shall d in
leit. P'ntj 1 the specific tests involver!. The manufareetr break both lira, in which ra-, tt, 1a•ttrr bar
the .Lund alkali
end them listed m table world 1411 bere with s t 5l to the lulls. Driblet shall also have availabit esords indicating that shall be repreantativr R. - ,,,ram plain, in
\Rr. and shall tease the narGa-A shown in huh �Iwil to gaged ass 1, dimsma al enlll antriy ardd. If a Mir of tent
gasket tests have been,exuhtrted v arfpnlanec fracture rots 1�� �+,-:,.
figure 61noldei into the ntled*e Caskets shall to !n ocnt Intervals to assure dinenawnal fentml. R t
:ell reed holes shall be gaged for diameter of with 4.3.2.8 and 4A2. Reeuds of renenl-naonar Iwo :;�.ts not -nett the tequiremenb of $44,
of and-N re natural to rubber
shall
vii,e. nsm" lining tests and gland teats stall be retained! h'v Talbot strips may be taken from pipe cut der.lo� No reetais al rubbo sleep M rased. Rub- bdt icit•e,with
the and sae of bolls and run• the mauufarturer fora rod determined by him i the rtntricih• with the socket or land h+. Ie the pteiOxl from which the defirticel teat stars
her for ppaOtltHe shad conform to the following R 1 • 1.; 1r- uecesary for indicating compliants with were cast and the stripes tested in arntdanrr with
repuiremeate: Ultimate tensile strength I500 3.13 IdenUieaHw mnrkleg•Each pit*shall 4.3 2.7 and 4.3.2.9. 4.5.1.2. :, these s ppleateatary Talbot-strip tests
p.at. mtmueum; ultimate tdongation,A minimum hAce the weight still thickness designation painted do wit meet the nquitements of 3.4.1 and 3.42.
Of 130 percent of the original length;rorapreatit+n nmsl,:ru m
ouxly tin it. pipe may be wei,;etd 4.Y ��after IijgVet cur all pipe-hieh has been can from :he mixtuta or
set- a mmunture of 17 percent of the original crating. Pit*-tit be cement ,hall be p erfonued On samples selected in meo d-
thirhtess after 22 hours a 1387,;t I hoed shall M weighed # Oarrlce u iron representative tt the eMfirient taw
YM It elan+- la•fo rt- lining. Thickness designations Amll I* Ar anrc with 4 3. Inspection sheep include the c:am1-
gn s apeeintem sell he rejerkt!.
Ineler hantm*xa,between 70 add 80.Raeke4 stall given in fabler, I, Ills \', and X. Each pip* shall i nation of 4.4 and such testa of 4.5 as are applicA-
also have a minimum retained tensile streagil, have cast or stamped an it the manufacturers hale to the manufacturer's method of coaling and 4A= robot-Nrip teals, stantples ehaii ere
and ultimate elongation equal to go IKrcent of msek and the year in which the pipe was many- i the type of pipe, Test methods and prorrdnrtY taken As specified in 43.11.except that each air.
the Original rah" after accferatnl aging for factumf. ,ball be in accordance with C& of pit* cost for two hours or labor cunag the
96 hours at 70s plus or minas 1°C. tinder an heat shall be iandy repratnisd. A saaapk call
oxygen Pressure of 390 p.sa, plus or tntous 10 3.14 Workuwaship. Workmanship shall be 0.3 Saaapliag Placer for inspection.
of the hi test for be of a pipe tt A ps fo the:albet ar period
are
p.s.i. When xperifiel Ise,631,gaskets with tip.. � grade throughout and in errors- 0.5.1 Sampling tiara for erarxiaatioa. gam- to M cut- Talbot :trier fee a particular period
or bat•kS shall be cut niahel fare fig, 7 awl 6.51. ants with good ro townrial practice. Piing plan- for the examination specified in 4.4 may be cut from ptecimem taken For rhq,two
shall be in accordance with the manufacturers during the saint period. A test spe:mesa evidem,
5.12n t Boll,,a oral ants. Bache sorb nuts shall 4. SAMPLING, IN91?R('1'ION, AIVD TEST standard practice. Details of sampling plans ing defective machining or tart of caoiinu ty of
emnstar to the ales, oc*e specified in 4CA PRIN:Ea'RF3 shall be made available to the Government in- tsretal,shall be discarded and replaced by anolber
St 1. the {hall. a east imat alto acutEir ,or 4.1 The supplier is responsible for the per- • Spector if so requested. specimen, if any sound specimen fails to tort
gA1, they .hall M east iron, ally cast inns, or fs nuance of an ivapertion retuim neots As speei-
9 9