LIBRARY OF THE UNIVERSITY OF CALIFORNIA. Gl FT OF CAST IRON PIPE SOME NOTES AND TABLES Standard Specifications Dimensions and Weights of CAST IRON BELL AND SPIGOT I'l IM- AM) SPECIAL CASTINGS for WATER. GAS, si- WAGE, CULVERTS, DRAINS, ETC. IN ALL R E G f L A R SIZES -, - I X C H TO X 4 - I X C H . FLANGE PIPE AND SPECIAL CASTINGS. I-IJ XIBLE JOINT PIPE. LOAM CASTINGS HEAVY SPECIAL CASTINGS - OF A f UNIVERSITY 1 QOO M AN I K Al'Tl R E I' I. N United States Cast Iron Pipe & Foundry Co. NK\V YORK PHILADKI.PHI A PITTSBURGH CHATTANOOGA SAN FRANCISCO Copyright 1906 by United States Cast Iron Pipe and Foundry Company 7 X f y United States Cast Iron Pipe 5* Foundry Co. -Works at- A.DDYSTON, <>Illt> I; FFALO, N. Y. C< H r \! 111 s. ()nio ANNISTON, \\.\. Biku\<.i<>\, N. J. L<>i is\ n.i i -.. Kv. ^1 \ll k, Al \. ClIA I 1 \\i IM;A. Tl.NV NlWI'nKT, Kv. BRIDGEPORT, Ai..\. Ci.i \ 11 .\M>. OHM S< ,,i n>\i i:. p.\. Soi in l'i riM'.rucH. Ti\v Sri'KkMK. \Vis. SE fourteen plants of the United States Cast Iron Pipe ami Foundry . Company afford a large annual capacity, and make it possible for the Company to handle the largest contracts with promptness and most effectively. A^ pipe and special castings of our standard dimensions and of ^iven diameter and class are interchangeable, it is possible when essential to ship lar^c orders from two or more works, ami in many other ways to facilitate the tilling of the largest orders. All orders and contracts are accepted only as contingent upon strikes. accidents ami causes beyond our control. Any casting developing an inherent defect when placed in service, will be replaced f. o. b. at the agreed point of deliver), if within the I'nited States. XYhile the general offices of the Company are in New York, domestic inquiries should be addressed to the nearest sales office without regard to the point of delivery or works from which shipment may be desired. Foreign inquiries should be addressed to the New York office. Foreign shipments invariably cash against shipping documents in New York or London. General Offices : 71 Broadway, New York City Cable Address. UM. II-IPF." New York /Jus/cm Sti/i-s Office . ... EMPIRE Brii.Dixc, NEW YORK -SWc.v Ojiiic ...... 638 ROOKERY, CHICACMJ, Iu.. .SW(-.v OtTnc . . CIIAMBERUN Bt'ii.oiNo, CHATTANOOGA, TENN. Sales Office. . . . MTRTLAXD BUILDING, PITTSBURGH, PA. L'f>aat Offifc ....... SAN FRANCISCO, CAU X" [ UNIVERSITY Introduction THIS hook has been prepared in the hope that it will prove helpful to users of cast iron pipe. The tables cover full lines of standard pipe and special castings which may be incorporated in plans for new works . >r t-\ten- sions to existing plants, thus facilitating the making of esti- mates. the answering of inquiries and the filling of orders. Attention is directed to the coding for use in telegraphing. Some notes are given on cast iron pipe, forms of joints. main leakage in water and gas works, and regarding high pressure tire lines anil other data, as of possible interest to those considering the use of pipe, and some tables have been added which will be helpful in determining pip*' s i^ ( ' s and capacities. While we will cheerfully answer inquiries. and there are numerous books on water and gas construc- tion available to those contemplating the building of a new water or gas works, we strongly urge that any important pipe installation should be laid down under the direction <>| a competent engineer. r\rm> STATKS CAST IRON PII-K AND Forxukv Co. July, tyo6 I' X I T K Ii > T A 1 I S C A ST I R X HI I' K A X I) K n I" X DRV C < ) M I 1 A X V Cast Iron Pipe Iron and other metals were known to m;in in prehistoric times. Numerous references in tomb records show early knowledge of gold, silver, copper and lead, if not of used in Kgypt to a limited extent even in the predynastic age. Probably one of the earliest references to iron is in the record of "Tubal-Cain, an instructor of every artificer in brass and iron." (,^74 B. C. )* ;md whose name, by the way, is a bit suggestive to a maker of pipe. As the world progressed, iron is more frequently mentioned; for instance, as tribute received by the Chinese, and as used by the Israelites 2000 to 1500 B. C., and later, in the centuries preceding the Christian era, by the Phuenicians, Greeks and Romans. A fable tells us that Juno \vas hun.y: from the sky, with iron anvils fastened to her feet, and that Vulcan "fell all day to Lemnos," we do not know how many ages ago. Archasologists have uncovered much to show that the early Egyptians and Assyrians were skilled metal workers, but not as makers of iron pipe. Earliest Pipe. In the excavations of the Temple of Bel, at Nippur, Babylonia, Prof. Hilprecht found clay pipe.t which from their location must date from more than four thousand years B. C. He tells us "directly beneath the ancient inclosing wall opened a vault about i m. high, built in the form of an arch. It belongs without doubt to the fifth millennium. ' * * In the 'Kingdom of Ximrod' it was not necessary to tear up the pavements when- ever an underground pipe burst, for this structure is not a mere subterranean canal for drainage, but an arched passage, in the bottom of which are imbedded in cement, * * * two clay pipes of about 15 c. m. diameter, alongside each other. If one of them burst, a workman crept into the vault and repaired the damage without further difficulty. ' About 500 knee and T joints found in the vicinity show us that even at that early time they understood how to unite pipe meeting at right angles." Here we have reference to the earliest known Babylonian arch, and undoubtedly to the earliest pipe and specials known to us to-day. From the fact that such pipe and specials were used at that time, it would seem probable that the expert metal workers of those early days soon supplemented clay pipe with pipe of lead, and even of copper or brass for important services. We read of "cast pillars of brass" and "molten brass, "J as early as 1000 B. C. We know that the Greeks and Romans used lead pipe extensively, but the knowledge of how to make such pipe probably came down to them from the Phix-nicians or Egyptians of earlier times. The Delhi Laht. or huge iron pillar, and iron beams used in the construction of temples and palaces in India, and massive iron girders found in ruins at Rome, testify to the existence, several centuries B. C.. (though the Laht may be of a later period) of great iron works in India and in Spain. Their product seems to have been entirely of wrought iron and steel, but apparently did not include pipe. Among the bloomeries of early times we do not find any with a pipe foundry annex. Iron Knee iiml T Jinl* Mmlt: it'x'f . HounJ in the excavations of the Temple of Bel. ut Nippur. Babylonia l-n. iv. u. * Hilprecht. in the Temple of Bel. m Nippur ! I King*, vli. ni" UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY castings, or rather "fused iron forms," Aristotle (359 B. C.) tells us, were not then commer- cially made, and indeed until five or six centuries ago were apparently scarcely known at all. In these days of iron and steel, with all our hurry and pressing demands, we seldom stop to think of the wonders wrought two, three and even four thousand years before Christ, or to credit the civilization and culture of the people of those far away days, with certain influences felt to-day. Water Supply Conduits. Probably the earliest artificial conduits were the canals and other surface waterways of comparatively level ancient Egypt and Babylonia. Some of them were large undertakings, but especially in Egypt were constructed with a view mainly to irrigation and also for navigation, rather than as conduits of water for domestic supply. The early Egyptians were famous for their dams, dikes and canals, and for their ingenious though primitive methods of raising water. They made brick and built treasure cities, and, as suggested, probably made pipe of baked clay, but we read of wells and water jars rather than of pipe. Memphis and Thebes had the Nile, but what of the distribution of their domestic water supply ? Glancing farther east, on the site of old Jericho may be traced several conduits and a reservoir. Damascus, that city without a known date, early had its conduits. At Jerusalem, about 1000 B. C., King Solomon built aqueducts. We also read that the good King Hezekiah, 717 B. C., "made a pool and a conduit and brought water into the city."* According to Dr. Bertholet of the University of Basle, this is now confirmed by an old manuscript of that period, recently discovered, which translated, reads: "Hezekiah fortified his city by bringing water thereto, and he bored through the solid rock by means of bronze, and he collected the water in a reservoir;" no mention is made of pipe. Within the past few years the tunnel has been identified, and pick marks indicate it was bored from both ends an interesting bit of early engineering. Babylon (about 580 B. C.) had its great reservoir, canals and hanging gardens, but we find little to indicate how the water was distributed. Probably even earlier was built the great aqueduct at Carthage, some fifty miles in length. Its route may be partly traced to-day but the history of Carthage, f like that of most cities of the time, lacks definiteness as to water supply distribution. Water brought by these conduits to these ancient cities must have been more or less distributed to public pools and fountains, and probably to important buildings, palaces and temples, and as the world progressed, clay and lead pipe were more freely availed of. Thus we read that about 600 B. C. the Greeks were building waterworks, using for distribution clay and lead pipe. The Romans, too, had famous aqueducts; Rome some fourteen of them, aggregating about 359 miles in length, of which 304 were under- ground conduits, and 55 above ground. The Aqua Appia dates from the time of the Censor Appius Coecus Claudius (312-304 B. C.). The others seem to have been constructed in the intervening period up to around the beginning of the Christian era. The two largest, Claudia and Anio Novus, 45 and 62 miles in length respectively, were built in 38 to 48 A. D. Their routes joined about six miles from Rome and thence * II Kings, xx, 20. t 850-150 B. C. An ( >]d Koman l\N I T K I ) S T A I i: S CAST IRON 1' 1 \> K A N I ) K < > V N I) R V CO M P A N Y there were two separate channels, one alxive the other, supported on arches, which at one point rise 109 feet in height. Lead Pipe. < if the Aqua Virgo it is recorded, "the water was conveyed in pipe, partly under and partly alxive ground, on a solid substructure or on arches." This reference to pipe is probably to lead pipe, which were evidently preferred for lines under more or K- -ire, for lead pipe were used "in crossing valleys." "laid according to the slope of the hill," clown to "a long level, then up," with intermediate standpipe or venter- According to Vitruvius* (alxmt. 25 H. C.). such lead pipe were made "in :hs of not less than 10 feet," and "take the names of their sixes from the quantity of the inches in the width of the sheets before they are l>ent round; thus, if the sheet -a inches wide l>efore bending into a pipe, it is called a 5o-inch pipe; and so of the rest " Vitruvius gives a list of ten sixes ranging from 100 inches, weighing 1,200 pounds, to 5 inches wide weighing 60 pounds per length. The pipe were probably soldered with an alloy of lead and tin. Lead pipe were also used for distribution, as to some extent were clay pipe " tongued at one end." The aqueducts supplied the baths and numerous large public fountains, from which last the people obtained their water, except such as could afford to pay for a separate pipe to their houses, and these latter were a source of considerable revenue. Vitruvius also notes injurious results from the use of lead pipe. adding "water should therefore a length of one hundred") were so adjusted that the water flowed by gravity without undue velocity, as much in vented tunnels or conduits as possible. and thus often wide detours were made. For instance, the Aqua Claudia starts at a point thirty-five miles from Rome, anil winds its way, a distance of forty-five miles, to the city. The conduits were lined with some material impervious to water, and in section varied with location. Tunnels were ventilated by vertical shafts, and usually the valleys were crossed with arched structures. To some extent the Romans may have copied the Greeks, who apparently did not use the arched masonry aqueduct, at least until much later, but carried their vented conduits through hills into valleys under streams and, to supply Syracuse. even under the sea Considering the material available these underground conduits are remarkable, and as some must have been under considerable pressure it is probable early (ireek engineers had "troubles of their own" causing the Romans to adopt the arched masonry aqueduct. On the other hand, possibly Greek engineers were not then well versed in arch building. Be this as it may, it is hard to realize that anything with which we are so familiar as the arch, or water works, or even cast iron pipe, were at any time novelties and really had their day of invention and introduction. There is no telling what early Greek and Roman engineers would have done could they have had cast iron pipe as we have them. The Architecture of Marcu* Vitruviu*Pollio. Trn*. (luilt. Specimens of ancient lead pipe are to be found in mot muwum*. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY That in those far off days they were able to accomplish so much is surprising, and it must have cost much in labor and patience. Think of driving a tunnel through rock without the appliances we have available to-day; and yet the water supply of Athens* was obtained through three underground conduits mainly cut through rock, two of them passing under the bed of the river Illissus. These brought water to a reservoir outside the city from which it was distributed in underground channels of various forms and partly through pipe of baked clay and through lead pipe. Thus Athens early enjoyed its baths, fountains and public water supply, but the quite wonderful aqueducts of the Romans, and those later built in France and other countries, are the most notable monuments to early water works engineers. One of the most beautiful later structures, dating from the seventh or eighth century, is the aqueduct Delle Torre, near Spoleto, Italy, with its ten graceful pointed arches of' 66 feet span, and nearly 300 feet in height, and which, restored, is in use to-day. Paris, London and Vienna, reaching back into the Roman period, and Berlin and other cities of more recent date, have each included in their development various water supply problems. Aqueducts, conduits, cisterns, reservoirs and fountains, with clay and lead pipe, (and later bored logs) seem to have been in general use, and in the early days of Athens and of Rome we read of much that is interesting and curious, but we must pass over these intervening centuries to the time we first hear of cast iron pipe. Castings of Iron. Not until the fourteenth or the fifteenth and sixteenth centuries are castings of iron really mentioned. In the latter, cast iron cannon were made. Natur- ally not long afterward cast iron pipe were produced and we hear of them early in the seventeenth cen- tury. In 1720 it was said "there is not a street in London but water runs through it in pipe, conveyed underground," and while the kind of pipe is not specified, they were probably, in part, of cast iron, as such pipe had been used in France in the preceding century. Since 1700 we find their use constantly increasing and in the last century they play an important part in the makeup of most conduits and aqueducts, to say nothing of mains for distribution. Modern Conduits and Reser- voirs with Cast Iron Pipe. The canal, with its forty-five tunnels and numerous aqueducts, which brings water some sixty miles to supply Croton Dam Nearing Completion, 1905 1 * 560 B. C. t Photograph by Pullis, New York, 1905. UNITED STATES CAST IRON 1- U> K AND KorNDRY COMPANY House and Reservoir I'.mn. -itl the old Croton Aqueduct, with its conduits, tunnels and splendid stone arched bridge carrying cast iron pipe over the Harlem River, and which conveys water thirty-four miles to New York, are examples of comparatively mod- ern aqueducts, both having been completed about 1842. Since then the development of the Croton water supply has gone on apace, with its well-known reservoirs, conduits and piping; one set of the latter com- prises eight lines of 48-inch cast iron bell and spigot pipe laid in one trench, which lead from the I35th Street Gate House. Here also ter- minates the new Croton Aqueduct, completed in 1890, which is nearly thirty-one miles long, almost entirely in deep rock tunnels, only a little over a mile being in trench or on embankment. The new Croton dam, now about completed, is the highest and largest reservoir dam in the world, and contains 850,000 cubic yards of masonry. The new Croton reservoir is nearly twenty miles long, and there are nearly seventy-five miles of stone walls surrounding the land required for it. When full, the old Croton dam about three miles above will be submerged to a depth of 34 feet, and the reservoir will contain about 38 billion gallons. This, with the other reservoirs of the Croton watershed, will afford an available capacity of 72 billion gallons, which is barely sufficient for present needs. The proposed new supply t'or Greater New York, recently authorized. (1905) will probably be taken from Ksopus Creek in Ulster County. New York, about ninety miles north of the city, requiring the crossing of the Hudson River by the proposed 500 million gallon tunnel and trench aqueduct. The works will include a 66 billion gallon reservoir with a masonry dam 1,280 feet long and 175 feet high from creek bed. As we look over the more recent undertakings we find cast iron pipe he- coming more and more ot" a factor, as used for gate houses, reservoir connec- tions, for siphons in crossing valleys, and for supply mains. The new water sup- ply at Manchester, England, for instance, comes largely from the beautiful Lake Thirlmere, a distance of some ninety-six miles, through a modern conduit partly in tunnels and cut and cover channels, while it Rnervoir Dam. 117 Fcvt High UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Masonry Aqueduct on line from Wachusett Reservoir dips into valleys and under streams by means of inverted siphons of several lines of 48-inch, 42-inch and 36-inch cast iron pipe some of them subject to a pressure due to more than 400 feet head. Another recent achievement in Scotland is the completion, in September 1905, of the new water supply for Edinburgh. The water is brought some thirty-six miles from Talla in the parish of Tweedsmuir, Peebleshire. The conduit is composed of 23 miles of built tunnel, cut and cover aque- duct, with six siphons each of several lines of 36-inch to 27-inch cast iron pipe, in all 13 miles of line in piping, and the new plant includes a reservoir which when full will contain more than 2^4 billion gallons. Perhaps the most notable of recent water supply undertakings in the United States is that of the Metro- politan Water and Sewerage Board of Massachusetts, at. Boston. This comprises the great Wachusett Reser- voir, now finished, covering 7,200 acres, with a capacity of 63 billion gallons, with its massive dam 217 feet in height, containing 280,000 cubic yards of masonry and which, with the Lake Cochituate and eight reservoirs on the Sudbury River, is calculated to be capable of supplying 173,000,000 gallons per day to the nineteen municipalities comprising the Metropolitan Water Dis- trict. Water is conveyed from the reservoirs to this district, distances of from fifteen to thirty miles, through the Cochituate, Sudbury, Wachusett and Weston Aque- ducts the two latter having each a daily capacity of 3 million gallons. These aqueducts are, in general, constructed of ma- sonry covered by earth embankments, but there are 6.6 miles of tunnels, and in several instances the aqueducts cross valleys on masonry arches or by means of pipe siphons.* Water delivered by the aqueducts is distributed to the several cities and towns comprising the Metropolitan Water District by means of 84 miles of cast iron pipe 34 miles of which are 48 inches and 60 inches in diameter. Connected with the distribution system of the several municipalities, there are in addition 1,423 miles of cast iron pipe in sizes from 4 inches to 48 inches. Several of the pipe lines are carried under navigable - 63-inch Rosemary Siphon. \Vellesley, Mass. Double 6.i-inch Line to Reservoir Metropolitan Water District. Spot Pond * For this purpose cast iron bell and spigot pipe in sizes up to 84 inches inclusive may now be had. l.avmi; Three I. in Churle* Kivet. : t'mu I'urtiT Dam ! T i: I ' S T A I !: > CAST IRON I J 1 !' K A N I ) K < > V N I > K V C > M 1' A N Y streams, requiring the use of pipe with flexible joints, the use of coffer dams, or other special meth ipe laying.* The present consumption of water in the district supplied, is about 117 million gallons per day. equivalent to 120 gal- lons per inhabitant. Alxnr per cent of this quantity is de- livered by gravity. the remain- der being pumped at pumping stations located at the Chestnut Hill Reservoir about five miles from the State House. These stations contain modern pump- in jf engines of the highest efficiency, capable of pumping 171 million gallons of water per day. Within the limits of the Metropolitan District, which in general includes the cities and towns within ten miles of the State House, there are several distributing reservoirs, the largest of which. Spot Pond, has a capacity of one billion eight hundred million gallons, and is 163 feet above Boston city base, which is substantially low water mark in Boston Harbor The water supplied to each municipality is measured by means of Ycnturi meters placed on the connections between the Metropolitan pipe and the pipe of the several cities and towns, fifty-three meters being used for this purpose. The board having charge of the Metropolitan Water Sup- ply. also has charge of the Met- ropolitan Sewerage Works, and in connection with these works has recently completed the con- struction of new works for the disposal of a portion of the sewage of the district. In the portion of the system recently built, the sewage is discharged into the ocean through two lines of 6o-inch cast iron pipe each extending about a mile from the shore, f At Philadelphia, the re- centl - v completed Torresdale conduit or tunnel which con- veys water from the Torresdale filter beds to the Lardner's Point pumping station, is worthy ,,h un. nr utd ... AH c referred to on another jxiirc. under Submerged Pipinx ' F"f mrth r x D i< Y c < > M i> A x Y William H. Bryan. Esq.. writes: "A- chief engineer, for many years, of the late K.iM London Company. I have had numerous opportunities of seeing old mains that had been in use for ninety years, and which, when taken tip. were in perfect condition." In this country cast iron pipe have been used for fully one hundred years. Some of the earlier pipe were imported, but the making of cast iron pipe received early attention, and the industry has now grown to large projxirtions. In Philadelphia, following the use of 1x>rcd logs, cast iron pipe were first .ibout the year 1804, and since iS;o have been exclu- sively used by the water de- partment. Numerous instances might be cited of pipe in use to-day which were laid more than a century ago. all tending to prove the long life of cast iron underground. Thus, cast iron as a material has long been accepted as the standard for underground mains, and it is not surprising therefore to find cast iron water and gas mains used almost exclusively in the cities and towns of this country and Europe. Length. In the early stages of the cast iron pipe industry, short length pipe were made : in France, about i meter in length, in England, about 30 inches: then came longer lengths, 6 and 9 feet. The earlier joints were usually flanged, and these being found to be too rigid, were shortly followed by other forms, from some of which were evolved the turned and bored socket and spigot, similar to those to some extent to-day used abroad, and these in turn have been largely superseded by the standard bell and spigot joint calked with lead. Thus experience gained from the earliest days in the making and use of pipe has developed our present lines, as indicated by Standard Specifications herein, which cover pipe cast vertically in dry sand, in lengths to lay 12 feet, with standard forms of bell and spigot. Dry vs. Green Sand Pipe. In casting pipe vertically in dry sand, the use of core chaplets is avoided, and the 12 -foot length insures a much smaller number of joints in the main as compared \vith short length green sand pipe which are cast on the side, "on the bank." in 9 and 6 feet and even shorter lengths. Aside from the greater number of joints resulting from their use. these green sand pipe are liable to be of uneven thickness, and also to leak through imperfections in the pipe shell, which are due to the process, such as blow holes, or which result from the use of anchors to support the -cores in casting on the side. These anchor spots are sometimes concealed by bosses or knobs, which form but a thin covering; thus, covered up, these defects are hard to discover, Thru- I.inrs i>f 'iiu-li Cast Iron Pipe Of THE ' liWIV/COCITV I 12-0 Standard Hell and Spigot. (See Table X< UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY and often withstand the pressure test, but when buried in the ground will sooner or later develop leaks, or even cause the pipe to break. Such pipe, also, are usually of light weight with thin walls, are illy adapted to permanent mains, and form anything but substantial construction. The thin pipe shell will easily break under shock or subsidence, and the metal in the pipe, because of the process, has a tendency to hardness and brittleness. It is because pipe cast vertically in dry sand are so markedly superior, that this Company long since abandoned the manufacture of green sand pipe. Joints. In the operation of water and gas works, engineers are now more concerned with the question of leakage, and to reduce it, one or another form of joint has been tried, the bell and spigot being that now most generally used. This is because the bell and spigot joint, when well made, is the most flexible, allowing for expansion and contrac- tion without affecting its tightness. Such joints are safely used in high pressure fire line pipe and other hydraulic pressure mains. We also show another type of bell and plain end pipe joint which is made up and calked with lead in the usual way. This design is used abroad and is substantially the same as is required by the Public Works Department of the Netherlands, at The Hague. It is claimed the plain end is more easily centered in the beveled bottom to the bell than is the ordinary spigot, and that the bevel in the bell more satisfactorily makes up with cut pipe. As to the turned spigot and bored bell joint, it is claimed that in be- ing practically a metallic joint it does not leak unless it is broken through subsidence of the ground, or through accident. To allow for expansion and contraction, some engineers for every tenth joint use a socket and spigot calked with lead, while others claim to have no trouble on this account, no doubt because of location. For underground service, a bolted joint whether flange or of other form, should be avoided as too rigid, and because the bolts are liable to rust. An iron to iron joint, whether of conical or ball type, is in no sense a flexible joint, but is liable to rust fast in whatever position it may be laid. There is nothing new in such joints, as certain old French and /Z'O- Keveled Hell The Dutch Type. Plain Spigot Standard Bored Hell and Turned Spigot. (See Table No. IS I' X I T K D S T A I 1ST 1 K u X I V K A XI) K ( > I" X l> R Y C ( ) M P A N Y other patents will testify. If an iron to iron joint is preferred, it should be of the turned and bored type, without bo Making Joints, Bell and Spigot. In laying cast iron pipe having bell and spigot joints calked with lead, care should K- taken in making the joint to wrap sufficient yarn around the spigot before entering the bell, then to pack it in with calking tools before running the lead, which should then be well calked up against the yarn. On veil laid water mains of iron, a leaky bell and spigot joint is extremely rare. Some of our friends claim that they do not have any, and recently, an engineer in a prominent Eastern city, advised of hav- ing uncovered last year several miles of cast iron bell and spigot water mains without find- ing a single leaky joint ; evidently these lead joints were well made. Note the photograph of a 4.s-inch cast iron bell and spigot main near Lardner's Point, Philadelphia, as tinder pressure it was being shifted to one side, and afterward raised onto the ledge. To do this \va> a severe test of the bell and spigot joint, as to flexibleness and tightness. Bell and Spigot Joints, in which, instead of lead, the socket in the bottom and annular space surrounding the spigot is filled with wood and carefully calked, have proven tight. and are thought to so insulate the joint as to materially lessen, if not prevent electrolysis. It is too soon to speak of this assuredly but encouraging results are said to have been obtained within the past year with joints so made. Turned and Bored Joints for water or gas pipe, as used abroad, are rapidly laid and are perhaps more extensively used for water than for gas. This general type of joint is still exclusively used in many prominent foreign plants, while it ircely used at all in the United States. We again quote from another recent letter from William H. Hrvan, Esq.. Chief Engi- neer. Metropolitan Water Hoard, London: " In my own practice I have used immense quantities of turned and bored pipe, and I certainly think that these pipe, where streets are straight and there are no ob- structions to cause deviations, have very great advantages The greasing of the joints and placing them gently into the sockets of the next pipe, and centering them perfectly, makes a joint which is practically water tight of itself, but in all cases the socket is run with molten lead and set up in the usual manner." In making joints for gas, red lead or sal ammoniac is used and the pipe driven \\ 45-inc!. ' Main m>ved while un See also Cut on Page i'.. showing Pipe after Shifting UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY together, in some instances, without running in the lead and calking; but where this is done the joint is so designed, that in case of a leak it may readily be calked with lead or made good with cement. With turned and bored pipe we supply special castings of our standard dimensions, with bored bells all around. While without the use of special curves the turned and bored joint pipe may only be laid in straight lines, very often long or easy curves are made in lines of full length bell and spigot pipe. An instance of this is shown in the photograph. A slight adjustment in the bell when laying is possible in the standard bell and spigot joint. Leakage. Excessive leakage is often wrongly charged to the bell and spigot joint. In a widely quoted " Report on the Measurement, Consumption and Waste of Water Supplied to the Metropolitan Water Dis- trict, " (1904) by Dexter Brackett, Esq., Engineer of the Distribution Department, Metropolitan Water Works, Boston, the causes of waste are clearly set forth, but nowhere therein is the bell and spigot joint complained of. It is stated : ' ' Water is wasted, either negligently or wilfully, from mains and service pipe in the public streets, or from pipe and fixtures on the premises of the water takers;" and it is pointed out that the amount of such waste from street mains and service pipe is a much larger percentage of the total consumption than is generally estimated. In this re- port it is further stated : "In the Metropolitan Water District there are 1,457 miles of pipe, on which there are 750,000 leaded joints, from which leakage may occur." With reference to this leakage, Mr. Brackett writes: "Under the heading of 'Waste from Street Mains and Services,' the report gives figures which show that there is a large underground leakage from the street mains and service pipe, as distinct from the waste and leakage on the premises of the water takers. In each example given, the street mains and service pipe are considered jointly. No mention whatever is made of the leaded joints as a source of waste. The underground leakage occurs from broken mains and services, from broken connections between mains and services, also services abandoned and left running, and from defects in the leaded joints." Defects in the leaded joints are usually due to outside influences, and otherwise, it may be repeated, are not likely, if due care is exercised in putting down the pipe. It will be noted the report does not hold the leaded joints responsible for waste, but clearly shows how excessive leakage is rather very largely due to broken mains and services which often remain long undiscovered, the water escaping into sewers, into the ground, or into some stream. As an example of this we quote again from the report : "A very forcible illustration of this source of waste has been furnished in the town of Stoneham. During the first six months A LonK. Easy Curve with Full Length Pipt f X I T K D .>- T A T F. > (AS T IRON I 1 I I' K A N I) 1- i > f X I> R Y C < i M I 1 A X Y l..l I r..n Main Hi-l. .rv Te-t mOpen Trend Showing Curvt- with Stnii^ht < year 190.-. about 800,000 gallons per day were supplied to the town. As this quantity appeared larger than was needed for legitimate use, an investigation was instituted for the purpose of learning where the water was used, with the result that four leaks in the street mains were found, which gave no surface indi- cations. After these were repaired the consumption of water fell to 550,000 gallons per day, indicating that 470.000 gallons per day had been wasting from a few un:-ecn defective pipe." In considering this report, it should be borne in mind that many of the mains which were tested form parts of water works systems installed many years ago. when perhaps not so much care was taken in the laying of pipe as is now generally the case. and in all these years, therefore, it is not surprising that because of settlement and inattention, broken mains and services developed and were overlooked. All of this goes to show that nowadays the problem is hardly that of the leaky joint, for this report is rather an argument for heavier and more permanent mains, carefully laid, and for that "eternal vigilance" in caring for them which will go a long way to insure minimum leakage. On the other hand, a moment's reflection will show that for permanent underground mains, if maximum efficiency and a minimum leakage are to be secured, short length light weight pipe, especially those with bolted joints, are to be avoided. Standard Cast Iron Pipe and Specials for Gas are made under our own Standard Specifications (so far as they apply to pipe for gas) and cast to dimensions and weights as shown in the tables, (pages 105 to i iS) which have been carefully prepared with the advice and assistance of several gas engineers who are to-day identified with some of the largest gas interests in the United States, and are among the largest users of cast iron pipe for gas. In October, 1905. the tables of dimensions and weights were adopted as the standard of the American Gas Light Associa- tion. These tables may be said, therefore, to represent the most approved practice, and are here presented with confidence that they will cover every reasonable requirement. It should be noted that all gas pipe are also cast vertically in lengths to lay 12 feet, insuring a minimum number of joints and conseqxient reduction in leakage. This question of gas leakage receives constant at- tention, and we are not infre- quently asked to specify the Standard Bell and Spigot for (la* with Rounded Groove in Bell best form of joint, though 12' o' - - -i\ Stnmluril Bell untl Spirit for >-inch Cement Joint* UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY to make cement joints in freezing weather, care should be taken to warm the joints and avoid exposure to a freezing temperature until set. This involves some extra trouble and expense to provide sheet iron hoods and torches, and to more thoroughly protect the pipe in the open trench. The men handling cement should wear rubber gloves, and be trained to this work. Before entering the bells, the spigot ends of the pipe should be carefully yarned with untarred jute yarn twisted into a rope of about the same diameter as the joint space, and thoroughly grouted with neat cement mixed with water to the consist- ency of cream; this yarn should then be well driven against the back of the bell. The ^_.___ cement should be of the best quality, mixed by r^^^^^* hand in very small quantities, in the proportion of three-fourths cement to one-fourth water by ^.^^^^^ volume, and thoroughly kneaded. The cement should then be pushed into the socket with a hard wood or steel stuffing tool, then a second piece of yarn as before, twisted around the pipe and driven into the cement with calking tools, after which the joint should be faced by hand - with neat cement mixed as above, finishing with a neat fillet around the end of the bell. Cement Joints made in Winter. Good results in laying pipe with cement joints in winter are difficult to obtain. They can be secured, however, and the experience of one of our friends in putting down a main 8^ miles in length, partly of 1 6-inch and partly of 2o-inch cast iron bell and spigot pipe, is of interest. This line runs in part through open country. He writes: "A large part of the work was done during the winter of 1903-1904, which was an unusually severe one, the thermometer a number of times during January and February going below zero. The thermometer averaged below freezing from the middle of December until some time in March, so that there was scarcely any weather which would have been considered suitable for making cement joints. In laying this line, the joints were tested under three pounds pressure between thirty-six and forty-eight hours after they were made. Between October 3oth and December i4th, of the 1,289 joints that were made, 30 were found leaking and were remade. Between December isth and March 8th, 2,352 joints were made, and out of these 225 were found leaking. There were 3,641 joints on the line, and the total number remade was 255. We have been over the line this year and have found it in almost perfect condition." As this was the first pipe put down with cement joints at this plant, it was necessary at the same time to train the men. Hence the loss in joints between October 3oth and December i4th mainly resulted from the fact that the men were learning. The loss between December i5th and March 8th was largely due to freezing. Had the line been laid in seasonable weather, comparatively few leaks would have developed. The freezing of the joints occurred in spite of every effort to keep them covered and warm until set, but as the pipe were tested in the open trench, the leaks were easily located and remade, and the line is, now mos| satisfactory. High vs. Low Pressure Gas Mains. Within recent years, some engineers have A Freshly Made Cement Joint 24 f N I T K I > > T A I 1. > CAST IRON I' I I' K A XI) ] ( ) T X D K V C O M P A X Y it economy in using comparatively small diameter wrought iron or steel mains under relatively high pressure, for carrying gas from works to a center of distribution at some distance. These mains will not prove as durable as east iron pipe, and it is a serious question whether a larger diameter cast iron main under low pressure will not in the long run prove the less costly. While the low pressure main may involve a greater first cost, the high pressure line usually carries a heavy daily charge for pumping and maintenance, added to which is often a material loss in candle power. These are factors which it is our impression have not been as carefully estimated as their importance warranted. Gas Mains with Turned and Bored Joints. The foregoing may be said to outline general practice for lead and cement joint cast iron gas mains in the United States. Abroad, however, the practice varies, and many prominent users prefer the turned and bored joint. One prominent gas engineer in London writes: "We continue the use of ;iipe with turned and bored joints." Another. "We do not use turned and bored joints: we prefer the ordinary spigot ami socket joint made with lead rings run into the socket, as being a more flexible connection, and one which can be more easily made sound by setting up. should any subsidence occur, which has tended in any way to loosen the joint." Evidently "doctors disagree." It is nevertheless true that the turned and bored joint has been adopted with satisfaction in many important gas plants in England and other countries, while we may say it is not used at all in the United States Our inquiries as to gas leakage in cast iron pipe- having turned and bored joints, have failed to bring definite response in figures or percentages, the usual statement being that the joint leakage is very small. For those who prefer an iron to iron joint, the turned and bored pipe are offered as being of the most commonly used and simplest type, avoiding use of bolts. These pipe are also cast vertically in dry sand and finished in lengths to lay i .' feet, our Standard Specifications being followed as far as they apply to pipe of this design. All bells and spigots are machined to tem- plate, insuring close fitting iron to iron joints easily laid. The turned and bored joints for gas mains should only be used in districts where streets are straight and the soil is very good and firm, as any subsidence or movement may lead to fracture and consequent large and perhaps dangerous leakage. There may be reasons for adopting the turned and Ixired joint of which we are not advised. but considering the excellent results obtained with the bell and spigot joint in the United States and apparently abroad, we agree with still another London engineer who writes: "I do not consider that the turned and bored joint offers any advantage over the lead joint generally used for gas mains, unless it be in the sjx'cd and facility with which they may be laid." With turned and bored pipe, special castings with IK-US all around are usually supplied, and into these bells a cut pipe is perhaps as often inserted as is the turned spigot. Cast Iron vs. Riveted Steel Pipe. We are often asked regarding the life of cast iron as compared with wrought iron or steel riveted pipe. On page 16 are some notes as t<> the life of cast iron pipe, which may readily be confirmed, and in like manner it rvtunire lts Main UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY will be easy to obtain reports concerning the life of riveted steel pipe that have been laid a few years, and we are confident that careful inquiry will prove beyond question that cast iron pipe is the best material. Recently, at Portland, Oregon, we were awarded the contract for cast iron pipe at a very marked increase in the total cost, as compared with tenders for steel. Owing to the distance, the cost of freighting became a most important factor, because of the great difference in weight which naturally favored the lighter or steel pipe. This award to us of the contract for cast iron pipe, was not made until after a very careful investigation on the part of the engineer, D. D. Clarke, Esq., who, during the fall of 1905, visited some fifteen cities to confer with the officials in charge of water supply, as to their experience with riveted steel mains and to ascertain for himself what he could as to their condition. During 1893 and 1894, the city of Rochester, N. Y., put down a 38-inch steel pipe conduit made up of steel plates, ^-inch and ^4-inch metal. This line runs from their Overflow No. i, about two and one-quarter miles north of Hemlock Lake to Mount Hope Reservoir, a distance of twenty-six miles. The annual report of the city of Rochester for the year 1901 shows that as early as the year 1900 leaks in the line were discov- ered, and found due to corrosion of the steel plates, and that in January, 1901, other leaks began to develop. Later reports show that during the year, in seven separate excavations, fifteen holes, T ^ inch to y inch in diameter, were found, due to corrosion, and that more or less tuberculation was present along the joints and around the rivet heads. One sheet alone was found to contain more than five hundred pits about l /z inch in diameter by -fa inch deep. A careful examination of the interior of this steel pipe indicated that the cause of the corrosion was not confined to the presence of certain active elements in the soil. Later reports indicate that during 1902 further investigation showed that a great many more leaks had developed. The reports of the city of Rochester for the years 1901 and 1902 contain interesting notes regarding the investigations made by eminent engineers. Attention is particularly directed to the report of Professor F. L. Kortright, of West Virginia University. As a general proposition, it seems to be now conceded that on an average steel rusts at least 25 per cent, more rapidly than cast iron; and when the relative thicknesses of riveted steel and cast iron pipe are considered, it is readily seen that cast iron pipe will prove by far the more permanent. Then, again, the increased friction in riveted steel pipe reduces by 10 to 20 per cent, the flow of water, as compared with cast iron pipe of the same diameter. 26 UNITED STATES CAST I K< > N I' I I' K AND KofNDRY COMPANY Kin- Independent High Pressure Fire Systems In the United States, during the last fifteen years high pressure tire lines have been a most important development. Among the earliest of these were the so-called "empty mains" leading from the rivers back into the business section* of Cleveland. Detroit. Milwaukee and other lake cities. At Cleveland, for instance, some 16,500 feet of 6-inch. S-inch and lo-inch cast iron pipe have been put down since early in 1891, affording additional pro- tection partly in the business section and partly in the lumber district. When a large lire occurs in the protected area, the harbor fire boats, one of 7.000 and the other of 4.000 gallons capacity per minute, connect with these mains and effec- tively assist the city tire department. While kept full in summer, as these mains were not laid below frost line they are drained in winter: but the fire boats fill them quickly and provide a pressure of about 100 to 150 pounds at the hydrants in busi- ness streets well above the river. These mains at Cleveland have proven so effective that plans are now under consideration for large exten- sions, including perhaps an independent pumping station. At Detroit there are about 26,000 feet of S-inch and io-inch pipe, chiefly in separate S-inch lines of various lengths, in business streets running back from the river, and served by fire boats. Two of these S-inch lines are connected through io-inch line laid in the business center. At Milwaukee, there are about 46,000 feet of similar S-inch and io-inch pipe in streets running back from the rivers and canals. At Buffalo, since the fall of iSg;, about 8,800 feet of indepen- dent mains have been installed. The first of these mains were of steel and the latter of cast iron, this change being necessary on account of the deterioration of the steel pipe. They are kept full in summer, and empty during extreme cold weather. One or two fire boats are used, as necessity requires, and at the farthest hydrant a pressure of 275 pounds has been obtained and maintained, and on one test the two boats gave a pressure of 350 pounds at a distance of 2,500 ^n the other hand, some engineers claim that these fire mains should be laid below frost line and kept full, always ready, and where practicable, con- nected up to sprinkler systems and to a standpipe in all large buildings, the high pressure to be turned in from street when necessary. These connections should prove a source of Six Lines frum Hitfh Pressure Hy dram. Se Next UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY revenue, or at least cover their cost and maintenance. Probably the first complete system of independent fire mains is that at Providence, R. I., which was put down in 1897, and consists of some 29,400 feet of 1 2-inch, 1 6-inch and 24-inch cast iron pipe, supplied by gravity, which affords about 100 pounds pressure at the hydrants. The system is so designed, however, as to admit of adding pumps to bring the pressure up to about 150 pounds at the hydrant. Later developments in the separate fire main systems are those at Philadelphia and Brooklyn, the latter as yet hardly complete. They are independent high pressure plants, ready for instant use. The mains laid below frost line are kept full under mod- erate pressure the year around, provision being made for circulation and draining, and they are connected with independent stations in which are installed high pressure power pumps, which on signal bring the pressure almost immediately up to 200 pounds or more at the hydrant. In Philadelphia the present system, which comprises some 34,000 feet of pipe, is an added protection to the congested area, which is about 6,500 feet long, running back from the Delaware River to Broad Street, by about 2,500 feet wide, between Walnut and Race Streets. The water sup- ply is taken from the river. The pump house is on the water front, and is con- nected with numerous telephone stations throughout the district, and with the regular fire alarm system. There are also several fire boat connections for emergencies. The pump house contains seven units, with a combined capacity of about 10,400 gallons per minute. These are triplex, double- acting, geared plunger pumps, driven by gas engines. They supply a 2o-inch discharge main, which, a short distance from the station, branches into 1 6-inch mains. There are three 1 2-inch mains and one i6-inch main leading from the river front to Broad Street, with cross connections of 8-inch mains at intervals of about every three blocks. These diameters are nominal, being reduced more or less by the thickness of metal in the pipe used. The mains, normally under about 75 pounds pressure, are kept filled through check valve connections with certain of the city water mains. In case of fire, within a minute the pressure at any hydrant may be brought up to 200 pounds or more if necessary. The pipe are all of cast iron, but in this Philadelphia system, flange pipe were used, and after completion, lead expansion joints were inserted to overcome the difficulty experienced with the flanged joints owing to expansion and contraction. For the earlier installations, including the fire line at Boston, the new systems at Brooklyn, and for the Manhattan district, New York, cast iron bell and spigot pipe were adopted. At Philadelphia, the Six High Pressure -Streams from One Hydrant 28 r N i T !: i) s T A T i: s CAST IRON i- 1 i> K A N i> F o r N D R v c o M i" A x Y hydrants arc of the gate type, the pressure tending to t'i>rce the valve <>tT the seat, while those at Brooklyn are ot" the compression type, the tendency of the water pressure being to close the valve. \Vhilc the Xew York ami Brooklyn systems arc naturally expected to be a marked improvement upon the earlier Phila- delphia system, the latter has so far given excellent service, and in the congested section covered, the Board of Fire Underwriters have reduced the insur- ance rates 25 cents per 8100. which represents a annual saving in the cost of insurance in the protected district. In Brooklyn, it is estimated a similar reduction in the cost of insurance would result in a " saving of about 550,000 a year, which represents about 7.7 times the total estimated cost of maintenance and operation, plus interest and sinking fund charges for the high pressure fire system." The credit in Philadelphia, however, was in part due to the removal of a penalty for deficient water supply. In the general scheme of a projsed new instal- lation of high pressure fire mains in Xew York, two independent pumping stations on the water front are proposed, each to have a present capacity of 15,000 gallons per minute, the pumps to be of the centrifugal type, multi-stage, direct connected to electric motors. wliich in starting will insure service at full pressure in about one minute. The pumps are designed to readily give 300 pounds pressure at the pump house, which, allowing for frictional loss in the mains, will give a pressure at the base of all hydrants of about 250 pounds per square inch. In each station the intake and dis- charge lines to the distribution mains will be dupli- cated, and at each station the pumping plant will be divided into so many units that it will be practically impossible for any station to completely break down or entirely cripple the high pressure system. The distribution mains will be of the cast iron bell and spigot type, having deep double lead grooves in both bell and spigot ends of the pipe. The special castings will be of cast iron, with the exception of the larger tees and crosses, which, weak- ened by the area cut out for the branches, will be made of steel. The pipe will be of i^-inch metal for 24-inch size, ij-i-inch metal for zo-inch size, i^- inch metal for 1 6-inch size, i-inch metal for i2-ihch size, and ?4-inch metal for 8-inch size, (the latter for hydrant connections only) and tested at the foundry l'n--sure Fire Stream 1 Double linxivv Bell anil Spigot Hih Pressure Pipe. Furnished t< < >riler with Pipe per Table Xo. 4. Pasre 46 Double (ir..ve Bell ami Regular Spigot High Pres- -tiri- 1'ijx- n Stamlar.l H . .mil Spigot. (See Table Xo 4 . UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY to a pressure of 650 pounds per square inch. These pipe are similar to those used in the Brooklyn system, in which 2o-inch is now the largest diameter, and it will be noted that these cast iron pipe to work under 250 pounds pressure at the hydrant, are of the bell and spigot type, calked with lead in the ordinary way. Such joints have been tested to 750 pounds pressure, while 250 pounds is usually considered ample for these high pressure fire mains. The use of such mains is steadily finding favor, and must increase as their value and the lessened cost of insurance becomes apparent. Chicago, Baltimore, Toronto and other cities have under consideration important independent fire main installations. Not only for large cities and towns are these mains practicable, but also in comparatively small towns, and for important isolated manufacturing plants will they find favor. Many of the latter have their own electric power, which in case of fire could readily be diverted to electric motors direct connected to the centrifugal or other power pumps of an independent fire system, which in some instances can be combined with village or town protection. The effect on insurance rates will often justify the protected property owners in assuming alone the cost of installation and maintenance. Hydraulic Power Mains. For pressures up to 750 pounds, the smaller sizes of cast iron bell and spigot pipe may be used around manufacturing plants for underground mains, the form of socket being altered somewhat for pressures above 250 pounds. Such piping is made to order only. While hydraulic power is largely used by steel works and other manufacturing plants in this country, we have rib installation for public supply correspond- ing to the well known plant of the London Hydraulic Power Company, which has now been in successful operation for more than twenty years, and supplies motive power from over 150 miles of mains, to which in 1905 were connected 5,597 machines. The power is available day and night the year around, operating direct-acting hydraulic lifts and motors, and is also used for injector fire hydrants, affording special fire protection, and for ejectors, the latter being extensively used for raising water. The first of these independent hydraulic power works was put down in 1877 at Hull. The plant in London was commenced seven years later, and such works have now been installed in Liverpool, Manchester, Glasgow and other cities in England, and at Melbourne and Sydney in Australia. In London, the Company pumps its water from the Thames, while in Manchester, for instance, the supply is taken from the city mains, which saves much in pumping. In London, the work- ing pressure is 700 pounds, while in Manchester it is 1,120 pounds. All of the mains are of cast iron. Hydraulic power has uses and advantages which even electricity cannot supplant, and it would seem that in congested districts similar power plants could be worked to advantage and economy for office building elevators and lifts, and presses in warehouses, releas- ing valuable space now occupied by pumps and extra boilers, to say nothing of its use for numerous other power purposes. In London, the average charge for hydraulic power is much the same as the average charge for electric energy within the same area, and as Handling Pipe with Moore 1 , patent Traveler compared with electric lifts, the hydraulic elevator r N I T K 1 1 S T A T i: > CAST I R ( > X 1' I I' 1C AND K < > r N I > R Y C ( > M P A N Y rtainly . it not hotter, whether considered from the view point of safety, economy or convenience. Sewers. There is a notable and very marked increase in the use of cast iron pipe wers. not only for sewage force mains, hut es]>ccially in locations liable to subsidence, such as in marshy ground, newly rilled streets, or where the sub-soil conditions make a more permanent construction than is secured by the ordinary brick sewer. Cast iron pipe are also u- ivantage on hills, where the rush of water during storms is liable to wash out the ordinary brick or tile sewer which may have been disturbed by the action of frost. During the past year we have furnished for sewers, several lines of 3o-inch to oo-inch cast iron pi])e, and their increasing use for sewers has become an important factor. !>t for force mains, usually pipe of our Class A dimensions and weights are specified, but there are often 1.. cations which necessitate the use of heavier pipe. The thickness of pipe to be used is a question for the engineer, and while the use of cast iron pipe naturally involves a larger initial cost, this difference is inconsiderable when compared with advantages secured through the more substantial and lasting construction. Culverts and Drains. The very extensive use nowadays of cast iron pipe for railroad culverts and drains is well understood, as is also their adoption by township commissioners for drains under country roads. They are indeed an important factor in "good roads" devel- opment. The largely increased demand is the natural result which has followed the appreciation of the many advantages derived from the use of cast iron pipe for culverts. < >ne length of cast iron pipe will lay 12 feet, and may be used instead of six z-foot lengths of vitrified pipe, thus minimizing the risk of washout by markedly reducing the number of joints. As compared with a brick or stone culvert, the cast iron pipe culvert is less liable to be affected by the action of fro..t, while the smooth interior of the pipe is not easily obstructed and may readily be cleaned. Aside from this, cast iron pipe culverts are of relatively great strength and easily and cheaply put down, it being simply necessary to see that the pipe have an even bearing, that the joints are supported and that the material about the pipe is carefully tamped under and around them, at least up to their center line. They are often laid even without the setting in masonry of the upstream end. A brick or masonry facing, however, is desirable for permanent culverts, as tending to prevent undermining the pipe. Where roads cross streams which in times of freshet may be greatly enlarged, it is not unusual to provide several parallel lines of pipe to take care of the increased flow. We now make c:tst iron pipe up to 84 inches inside diameter, as shown in Table No. j. Where there is not space for the larger diameters, two or more parallel lines of smaller pipe may often be used to advantage. The following table shows the weight per cubic foot of embankment material. To determine the pressure per square ..f embankment upon the horizontal surface of pipe, multiply the weight per cubic foot by the height of the rill above the pipe. Thus it will be seen, for high embankments only heavy pipe should be used, and great care taken to so lay the pipe that they will not be subject to undue subsidence. Kmhankment Materials Weights per Cubic Foot MM Avtra>fo Weight Specific ( . Average Voids 2 < Coarse Gnr.v! (r ravel . Sharp Sand Clav . \i-..-- 12(i pounds iii, pounds ipi pounds pounds .Ml 44" .a8 per cent. . 30 per cent. . 33 per cent. . 12 per cent. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Submerged Pipe Laying 24-inch Flexible Joint Pipe Across Chelsea Creek, Boston For river crossings or in- take lines, cast iron pipe are used with flexible joints. Under- water conditions usually deter- mine the type of joint and thickness of metal in the pipe selected. Submerged mains are generally so inaccessible and so seldom duplicated in a given location, that the risk of failure for any cause should be mini- mized by a due regard for out- side influences. Care should be taken to so locate river cross- ings as to avoid injury to the pipe from passing boats, and in shallow waters, from ice, drift and snags. Where damage to the main may result from these causes, that portion of the line liable to disturbance should if possible be laid in a trench dredged out for it. When necessary in laying to work from a barge or raft, current and tidal conditions should be noted, and provision made to bold the float directly in the line of crossing. The photograph clearly indicates how a line of 24-inch flexible joint pipe, Type No. 2, was laid across Chelsea Creek, Boston, a distance of some 1,438 feet. As the pipe were jointed the barge was moved forward sufficiently to admit of placing the next length as shown. At New Orleans, our Type No. 4 flexible joints with inter- mediate lengths of flange pipe were used to make up two 36-inch discharge lines for the river end of a 48-inch cast iron sewage force main. The pho- tograph shows one of these 36-inch outlets just before low- ering, the curved end piece to be turned down-stream. The river end section of the 48-inch main, carried on a trestle of creosoted timber, runs out un- der an old wharf at the head of Spain Street, slightly above the mean gulf level. Near the end Of the Wharf, flanged Out-flow Pipe, with Type 4 Flexible Joints, as Used at New Orleans Two 3<>-inch K'.VIT. I I" N 1 I K I) S T A T !: S CAS T IRON I' I I 1 K AND F ( f N I) K V C () M I' A X Y connections divide the piping into the two 56-inch outlet lines which first have a vertical dn>p of some i.S <>r 10 feet and then curve out into the river. To clear the way for these pipe lines, old wharf piles were cut off by jetting alongside and using dynamite pku and trenches for the pipe were cut out by a suction dredge. In other flexible joint mains for river crossings and other deep waters, such a curve as is indicated in the photograph is sometimes necessary, where banks are steep and the bottom dips off abruptly, or, instead, one or two short lengths of flexible pipe may be used. When it is necessary to carry an important supply across a river, to minimize the risk of failure in case of accident it is safer to put down two separate mains. The photograph shows the end of a 4S-inch low service pipe line divided into two 36-inch lines across Mystic River. Boston. Valves are placed at each end of the 36-inch pipe so that when necessary the flow may be main- tained through one line while repairs are made to the other. As the river bottom was covered with mud for a depth of 10 feet or more, the pipe were laid on pile supports in bents 12 feet apart. For a distance of 100 feet under the channel, the pipe are about 10 feet below mean low water, rising gradually on either side. Here the shallow crossing permitted the use of a mixed line of three types of joints. They were first, pipe of the regular bell and spigot standard except that the bells were made with three grooves instead of one: second, were the same, with the spigots turned to a uniform slight taper so as to be interchangeable; and third, flexible joint pipe Type No. 2, which were used where there were vertical deflections or future subsidence was probable. The pipe were put together on shore, in sections generally of six pipe, much as described under taper joint pipe, page 34. then loaded on the pipe- laying scow anil moved out over the location. This scow was provided with two derricks, from which hung a stiff truss about 75 feet in length, to which the pipe were attached and then swung clear and to one side of the scow, and when the latter had been adjusted to the proper position the pipe were lowered and the taper spigot of one end of the section inserted in the leaded bell of the preceding sec- tion. The two sections were then drawn together by hydraulic power, and the taper joint between them calked by a diver. Taper Joint Pipe for submerged lines under moderate pressures, on comparatively level bottoms with easy off shore slopes, are usually ordered in sets of so many lengths having standard spigots and special bells, and a like number having standard bells and machined taper spigots, as shown in the cut, and usually, with twice as many lengths of MVMU- kivt-r. H 33 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY 6o-inch Pipe on Phillips' Patent Caisson, Ready for Lowering Taper Spigot standard bell and spigot pipe, the latter often with two or three lead grooves, depending on the proposed location of the line. In laying, a taper joint thus comes between every two or three sets of the standard bell and spigot joints. If the line is put down in 48-foot sec- tions, two of the special pipe and two standard pipe are re- quired for each section. At the shore end, upon the wharf or barge, the taper spigot is tem- porarily inserted in the bell of a special pipe which will form the front or outward end of a section, and the lead space run full with lead but not calked. The taper spigot is then withdrawn to be used as the rear end of the following section. The leaded bell is then fitted with a temporary collar, provided with guides to insure entry of spigot without injury to mold. The four lengths are then put together on the barge or float, the joints made in the ordinary way, and the float towed to the proper loca- tion for lowering, and once in line on the the bottom, the section is moved so that taper spigot is drawn home into the leaded bell of the preceding section. This is usually done by ratchet jacks or hydraulic power controlled by divers, who then calk the taper joint. Various methods for handling and lowering have been adopted (see page 35), but as shown in the accompany- ing cut, the Phillips' pat- ent caisson affords many ad- vantages. The cut indi- cates the manner in which the two 6o-inch cast iron submerged outfall sewage lines of the Metropolitan Water and Sewerage Board were laid. They extend to a point something over a mile beyond low water, the bottom of the pipe being placed at an average depth of 9 feet below the bed of the harbor, and each pipe rests on two pile supports. I To accomplish this, the Grinning 6a-mch Pipe into Position for Lowering trench Was dredged OUt to 34 UNITED STATES (AST IRON IM I' K AND FOUNDRY COMPANY a width of 10 feet at the bottnn and ?o feet at the t<>]>. and after they were laid, the pipe were covered in by m a t e r i a 1 f r< >m scows. When floated out over the line, the scc- tion of jointed pipe wasseeured to the caisson, and which, as used, was (. feet square by 52 feet long, divid- ed into nine compartments which could be separately flooded. When empty this caisson would support 24 tons, and when rilled it would sink. Hence, when car- rying the pipe to sink, it was only necessary to partially flood the compartments. When the caisson was released from the lighter, it would turn over, and when sufficiently flooded would soon reach the bottom, where, still attached to it, the pipe were adjusted to line and grade. tnc special joint drawn home and calked, after which the caisson was cut loose, hauled up and {jumped out. Intake Lines, usually laid out into a lake or smaller stream, are not likely to be disturbed, except possibly by ice. and where the lx>ttom is smooth, with a gradual slope, the main may thus be made up partly of flexible and partly of bell and spigot taper joint pi]x-, and in some locations the latter pipe of larger sixes, with bell and taper spigots alone. or intersjiersed with regular bell and spigot pipe, may be used. The accompanying views show a jo-inch intake main about 1,700 feet in length, laid about three years ajjo. which, as it was put together on the bank, was floated up- stream into the desired posi- tion and then lowered on to i , ^ m the bottom 6 to 8 feet below """* ""^^"SH^lS tne surface. Here the un- derwater condition and ser- im vice admitted of using bell M n.wtei! Out into Stream Bef..re lowering an ^ Spigot pipe. 'lacinn >V.-iiK-li Outfall I'ipv. t'siiiK Phillips' l'at.-nt n. Metropolitan Water anil 35 UNITED STATES CAST IRON PIPE AND FOUNDRY C.O M P A N Y Standard Specifications The standard specifications for cast iron pipe and special castings, will be found to be substantially those of the New England Water Works Association, modified to cover the four classes of pipe shown in our Table No. 2, instead of the ten classes listed in Table No. 2 of the New England Specifications, while many of the dimensions in our Table No. i are identical with those of the New England Table No. i. Officers of this Company were members of the Foundries Committee which conferred with the Committee of the New England Water Works Association when that committee had in preparation the New England Specifications, and the tables of standard dimensions and weights here presented may be said to be the New England tables brought down to a merchantable basis. It will be noted that in Section i, third paragraph, provision is made for intermediate weights, so that other weights than those we specify in Table No. 2 may be obtained, if essential. We have also added, as shown in Tables No. 3 and No. 4, four heavier classes for fire line and other high pressure service. As to the specials, except in the larger tees and crosses, these will also be found to closely follow the New England tables, the line having been made somewhat more complete. On laying down the New England line of tees and crosses, we found it necessary to slightly lengthen the run on all tees and crosses 30 inches diameter on the run and larger, where the arm is 14 inches or larger, in order to secure additional metal in the corner section and avoid having the outside contour of the run bell cut into by the arm. The tees and crosses have also been thickened in corner sections and on the flats, and the design varied as increase in pressure required. The metal strains in the flats are so complex that they cannot be figured accurately, and it is essential, therefore, to avoid making the run too short, thereby reducing the metal in corner sections below a safe limit. The weights for all special castings are estimated, and some, therefore, may exceed somewhat the usual variation percentages. -X- Standard Specifications for Cast Iron Pipe and Special Castings Description of Pipe SECTION i. The pipe shall be made with hub and spigot joints, and shall accurately conform to the dimensions given in Tables No.i and No. 2. They shall be straight and shall be true circles in section, with their inner and outer surfaces concentric, and shall be of the specified dimensions in outside diameter. They shall be at least 12 feet in length, exclusive of socket. For pipe of each size from 4-inch to 24-inch inclusive, there shall be two standards of outside diameter, and for pipe from 3o-inch to 6o-inch inclusive, there shall be four standards of outside diameter, as shown by Table No. i. The outside diameters to be cast on pipe above 4-inch. All pipe having the same outside diameter shall have the same inside diameter at both ends. The inside diameter of the lighter pipes of each standard outside diameter, shall be gradually increased for a distance of about 6 inches from each end of the pipe so as to obtain the required standard thickness and weight for each size and class of pipe. Pipe of standard thickness and weight, intermediate between the classes in Table No. 2, shall be made of the same outside diameter as the next heavier class. Pipe with * For dimensions and weights see table pages. CAST I R < X 1' I 1' K A X 1) K < > V X DRY C O M P A N Y standard thickness and weight less tlian shown by Table Xo. j, shall be made of the same outside diameter as the Class A pipe, and pipe with thickness and weight more than shown by Table No. j, shall be made <>f the same outside diameter as the Class I) pipe. pipe 4-inch to iz-inch inclusive, one class of special castings shall be furnished, made from Cl.i^- I> pattern. Those having spigot ends shall have outside diameters of t ends midway between the two standards of outside diameter, as shown by Table No. i. and shall be tapered back for a distance of (> inches. For pipe from i-j-ineh to 24-inch inclusive, two classes of special castings shall be furnished: Class H special :igs with Classes A and B pipe, and Class I) special castings with Classes C and I) pipe; the former shall have east on them the letters "AH" and the latter "CD." For pipe ^0-inch to 6o-inch inclusive, four classes of special castings shall be furnished, one for each class of pipe, and shall have cast on them the letter of the class to which they belong. Allowable Variation in Diameter of Pipe and Sockets SK i ION 2. Especial care shall bo taken to have the sockets of the required size. The sockets and spigots will be tested by circular gauges, and no pipe will be received which is defective in joint room from any cause. The diameters of the sockets and the outside diameters of the bead ends of the pipe, shall not vary from the standard dimensions by more than .06 of an inch for pipe 16 inches or less in diameter, .08 of an inch for i8-inch, 20-inch and 24-inch pipe, .10 of an inch for 30-inch, 36-inch and 42-inch pipe, .12 of an inch for 48-inch, and .15 of an inch for 54-inch and 6o-inch pipe. Allowable Variation in Thickness SK i ION 3. For pipe whose standard thickness is less than i-inch, the thickness of metal in the body of the pipe shall not be more than .08 of an inch less than the standard thickness, and for pipe whose standard thickness is i inch or more, the varia- tion shall not exceed .10 of an inch, except that for spaces not exceeding 8 inches in length in any direction, variations from the standard thickness of .02 of an inch in excess of the allowance above given shall be permitted. For special castings of standard patterns a variation of 50 per cent, greater than allowed for straight pipe shall be permitted. Defective Spigots may be Cut SM HUN 4. Defective spigot ends on pipe 12 inches or more in diameter may be cut off in a lathe and a half-round wrought-iron band shrunk into a groove cut in the end of the pipe. Not more than 12 per cent, of the total number of accepted pipe of each size shall be cut and banded, and no pipe shall be banded which is less than n feet in length, exclusive of the socket. In case the length of a pipe differs from 12 feet, the standard weight of the pipe given in Table No. 2 shall be modified in accordance therewith. Special Castings SH i P IN 5. All special castings shall be made in accordance with the cuts and the dimensions given in the tables forming a part of these specifications. The diameters of the sockets and the external diameters of the bead ends of the 37 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY special castings, shall not vary from the standard dimensions by more than .12 of an inch for castings 16 inches or less in diameter, .15 of an inch for i8-inch, 2o-inch and 24-inch, .20 of an inch for 3o-inch, 36-inch and 42-inch, and .24 of an inch for 48-inch, 54-inch and 6o-inch. These variations apply only to special castings made from standard patterns. The flanges on all manhole castings and manhole covers, shall be faced true and smooth and drilled to receive bolts of the sizes given in the tables. The manufacturer shall furnish and deliver all bolts for bolting on the manhole covers, the bolts to be of the sizes shown on plans, and made of the best quality of mild steel, with hexagonal heads and nuts and sound, well-fitting threads. Marking SECTION 6. Every pipe and special casting, shall have distinctly cast upon it the initials of the maker's name. When cast especially to order, each pipe larger than 4-inch may also have cast upon it figures showing the year in which it was cast and a number signifying the order, in point of time, in which it was cast, the figures denoting the year being above and the number below, thus: 1901 1901 i yo i I 2 3 also any initials, not exceeding four, which may be required by the purchaser. The letters and figures shall be cast on the outside and shall not be less than 2 inches in length and l /& of an inch in relief, for pipe 8 inches in diameter and larger. For smaller sizes of pipe, the letters may be i inch in length. The weight and the class letter shall be conspicuously painted in white on the inside of each pipe and special casting after the coating has become hard. Allowable Percentage of Variation in Weight SECTION 7. No pipe shall be accepted the weight of which shall be less than the standard weight by more than 5 per cent, for pipe 16 inches or less in diameter, and 4 per cent, for pipe more than 16 inches in diameter, and no excess above the standard weight of more than the given percentage for the several sizes shall be paid for. The total weight to be paid for, shall not exceed for each size and class of pipe received the sum of the standard weights of the same number of pieces of the given size and class, by more than 2 per cent. No special casting shall be accepted, the weight of which shall be less than the standard weight, by more than 10 per cent, for pipe 12 inches or less in diameter, and 8 per cent, for larger sizes, except that curves, Y pieces and breeches pipe may be 12 per cent, below the standard weight, and no excess above the standard weight of more than the above percentages for the several sizes, will be paid for. These variations apply only to castings made from the standard patterns. Quality of Iron SECTION 8. All pipe and special castings shall be made of cast iron of good quality and of such character as shall make the metal of the castings strong, tough and of even grain, and soft enough to satisfactorily admit of drilling and cutting. The metal shall INITKD STATKS CAST IRON PIPE AND FOUNDRY COMPANY be made without any admixture of cinder iron or other inferior metal, and shall be remelted in a eii]>ola or air t'urn. Tests of Material 1 1"\ 9. Specimen bars ot' the metal used, each being 26 inches long by 2 inches wide and i inch thick, shall be made without charge as often as the engineer may direct, and in default of definite instructions, the contractor shall make and tot at least one bar from each heat or run of metal. The bars, when placed tlatwise upon supports 24 inches apart, and loaded in the center, shall support a load of i .800 pounds and show a deflection of not less than .30 of an inch before breaking; or, if preferred, tensile bars shall l>e made, which will show a breaking point of not less than iS.ooo pounds per square inch. The contractor shall have the right to make and break three bars from each heat or run of metal, and the test shall be based upon the average results of the three bars. Should the dimensions of the bars differ from those above given, a proper allowance therefor shall be made in the results of the tests. Casting of Pipe Si i i ION 10. The straight pipe shall be cast in dry sand molds, in a vertical position. 1'ipe 16 inches or less in diameter shall be cast with the socket end up or down, as speci- fied in the proposals. Pipe iS inches or more in diameter shall be cast with the socket end down. The pipe shall not be stripped or taken from the pit while showing color of heat, but shall be left in the flasks for a sufficient length of time to prevent unequal contrac- tion due to subsequent exposure. Quality of Castings SKI iio\ ii. The pipe and special castings shall be smooth, free from scales, lumps, blisters, sand holes and defects of every nature which unfit them for the use for which they are intended. Xo plugging or filling will be allowed. Cleaning and Inspection Si > ii. IN 12. All pipe and special castings shall be thoroughly cleaned and subjected to a careful hammer inspection. No casting shall be coated unless entirely clean and free from rust, and approved. in these respects by the engineer, immediately before being dipped. Coating SECTION 13. Every pipe and special casting shall be coated inside and out with coal-tar pitch varnish. The varnish shall be made from coal tar. To this material sufficient oil shall be added to make a smooth coating, tough and tenacious when cold, anil not brittle nor with any tendency to scale off. Each casting shall be heated to a temperature of 300 degrees Fahrenheit immediately before it is dipped, and shall possess not less than this temperature at the time it is put in the vat. The ovens in which the pipe are heated shall be so arranged that all This Company will make pipe under higher metal tests when desired. 39 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY portions of the pipe shall be heated to an even temperature. Each casting shall remain in the bath at least five minutes. The varnish shall be heated to a temperature of 300 degrees Fahrenheit (or less if the engineer shall so order), and shall be maintained at this temperature during the time the casting is immersed. Fresh pitch and oil shall be added when necessary to keep the mixture at the proper consistency, and the vat shall be emptied of its contents and refilled with fresh pitch when deemed necessary by the engineer. After being coated the pipe shall be carefully drained of the surplus varnish. Any pipe or special casting that is to be recoated shall first be thoroughly scraped and cleaned. Hydrostatic Test SECTION 14. When the coating has become hard, the straight pipe shall be subjected to a proof by hydrostatic pressure and, if required by the engineer, they shall also be subjected to a hammer test under this pressure. The pressure to which the different sizes and classes of pipe shall be subjected is as follows: 2o-Inch Diameter and Larger Pounds per Square Inch Less than 20- Inch Diameter Pounds per Square Inch Class A Pipe Class B Pipe , Class C Pipe Class D Pipe 150 2OO 250 300 300 300 300 300 Weighing SECTION 15. The pipe and special castings shall be weighed for payment, under the supervision of the engineer, after the application of the coal-tar pitch varnish. If desired by the engineer, the pipe and special castings shall be weighed after their delivery, and the weights so ascertained shall be used in the final settlement, provided such weighing is done by a legalized weighmaster. Bids shall be submitted and a final settlement made upon the basis of a ton of 2,000 pounds. Contractor to Furnish Men and Materials SECTION 16. The contractor shall provide all tools, testing machines, materials and men necessary for the required testing, inspection and weighing at the foundry of the pipe and special castings; and, should the purchaser have no inspector at the works, the contractor shall, if required by the engineer, furnish a sworn statement that all of the tests have been made as specified, this statement to contain the results of the tests upon the test bars. Power of Engineer to Inspect SECTION 17. The engineer shall be at liberty at all times, to inspect the material at the foundry, and the molding, casting and coating of the pipe and special castings. The forms, sizes, uniformity and condition of all pipe and other castings herein referred to, 40 INI T 1 : I > STATES CAST IRON I'll' I'. A N I ) F <> T X I) R Y C O M P A X Y to his inspection and approval, and he may reject, without proving, any pipe or oilier casting which is not in conformity with the specifications or drawings. Inspector to Report The inspector at the foundry, shall report daily to the foundry office, all pipe and s]>ecial castings rejected, with the causes for rejection. Castings to be Delivered Sound and Perfect ION 19. All the pipe and other castings must be delivered in all respects sound and conformable to these specifications. The inspection shall not relieve the contractor of any of his obligations in this respect, and any defective pipe or other castings which may have passed the engineer at the works or elsewhere, shall at all times be subject to rejection when discovered, until the final completion and adjustment of the contract; provided, however, that the contractor shall not be held liable for pipe or special cast- ings found to be cracked after they have been accepted at the agreed point of delivery. Care shall be taken in handling the pipe, not to injure the coating, and no pipe or other material of any kind shall be placed in the pipe during transportation or at any time after they receive the coating. Definition of the Word " Engineer " SH i KIN 20. Wherever the word "engineer" is used herein it shall be understood to refer to the engineer or inspector acting for the purchaser, and to his properly author- ized agents, limited by the particular duties intrusted to them. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Cast Iron Pipe and Special Castings The following tables represent in a general way the standardization of the product of this Company, in conformity with the Standard Specifications on pages 36 to 41. The development of these lines has involved study extending over a long period, during which the requirements of engineers and other pipe users have had careful consideration, For water pipe, see pages 43 and 44, Tables 1 and 2. . ., ... -, L ,. -, For high pressure pipe, see pages 45 and 46, Table, 3 and 4. whlle th(S beSt foundry prRCtlCB and elements affeCt- For flexible joint pipe, see pages 47 and 48, Tables 5 and 6. j n g COS t haVC not been lOSt sight Of. NeCCSSarilv It For flange pipe for water, see pages 82 to 85, Tables 43 to 46. For gas pipe, see pages 105 and 106, Tables 79 and 80. Will be SOm6 little time bef OTQ OUT SCVCral .TtoSi* T! * 1 ' are full y equipped with patterns, fixtures, etc., to provide promptly all the standards listed, and unless, therefore, these standards are specified on orders, the right is reserved to ship pipe and specials of corresponding sizes and metal thicknesses made from our nearest stock patterns. We are now prepared to offer standard cast iron bell and spigot pipe made of the general dimensions and weights given in Tables No. i and No. 2, for water, sewage, culverts, drains, pneumatic service, etc., and much of our regular stock is now made accordingly. The metal thicknesses given in Table No. 2 have been carefully figured, with such added allowances in the smaller pipe as experience has proven essential to good foundry practice, and which are now required by most engineers. The larger sizes of Class A carry slight allowances for transportation and handling. When essential, lighter pipe or pipe of weights intermediate to any two of the several classes, will be furnished as provided in the third paragraph of Section i of the specifications. Certain odd sizes, 5-inch, y-inch, g-inch, 1 5-inch, 22-inch and 4o-inch, with specials, will be made to order when required, but are not carried in stock. Regular sizes, 4-inch to 84-inch, should be selected as far as practicable, in laying out work, thus delays and possible extra cost will be avoided. Turned and Bored Pipe. While we are prepared to furnish pipe of this type, they are so little called for in the United States that they are necessarily special with us, and therefore are made only on order. This usually involves some delay in delivery, owing to machining, as compared with deliveries of regular sizes of bell and spigot pipe for lead joints. Our turned and bored pipe are made to the general dimensions given in Table No. i, so far as they apply, and owing to extra metal in socket and spigot will run slightly heavier for corresponding sizes and classes. Inquiries and orders should clearly indicate the approximate number of lengths or feet of pipe of each size and class required. Give the desired delivery point and time of shipment, with any particulars as to sizes required first, the service intended, etc. ; this will facilitate prompt attention and avoid delays. Standard short length bell and spigot pipe in lengths to lay 12 inches, varying by 6-inch steps up to lengths to lay 72 inches, are classed as special castings. In ordering these short length bell and spigot pieces, Table No. 45 may be used, with the following code stems as prefixes to terminals. Class A Stem ..... Acpe Class C Stem ..... Acri Class B Stem . . . Acra Class D Stem Actu 42 INI T K 1 ' S T A T K S CAST IRON PIPE A N D FOUNDRY Co M PA N Y TABLE Nn. i (icncral Dimensions of i'ipc Classrs A. 15, C, D k a 4 / X . :iii h "ii , ~v V ,'. in. 1 X=i inch nn 8 im-hr- x" V DC K'S to 8 T^X ^ \^S ^4j4-8S I '-'* -- -^x- ( VQ H T 1 ^ r- ' r S-C*L -P -i ^ tool Ilium Iii-pth inal I Ham. Inches Cl.i- Hi:; Iiiameter laobM Inches HKS llH'IWk Phi lacOM Special lies Inches A K C A II I' Ii 4.6,, 3-50 3-50 3-50 3-50 '5 '5 I.JO I.JO .65 .65 4 A 1> 4.80 5.00 5.60 5.80 5.70 3-50 so 4.00 4.00 5 .5 I.JO i . f .6$ 6 A 6.90 7.70 5 4.00 .5 1.40 7 6 i'. i n 7.10 7-90 7.80 lf> 4.0 o 5 1.40 .70 8 A II 9-05 9-85 10. oo 4.00 5 1.50 75 8 I II 9.30 lo. to 10. OO .00 4.0 .5 1.50 75 A 1! 1 1 i" 11 .00 .00 4.00 .5 1.50 C D 11.40 12.20 .00 4.0 .5 1.60 .80 12 A H 13.20 14.00 .00 4.00 .5 1. 60 .to n 14 ;.', A 1! < H A II 1 " II 5-30 15.65 17.40 17.80 M.JO 16.10 16.45 8.40 18.80 16.10 16.45 18.40 18.80 ... ' .00 .00 .00 4.00 4.00 4-00 4.00 4.00 S i 5 75 75 1.70 1.70 1.80 i. 80 1.90 .85 .85 90 9 1.00 18 A 1! 19.50 20.50 0.50 4.00 4.00 75 1.90 it 20 C 1 i A H 19.92 20.02 22.6o 01.60 4.00 4.00 4.00 4.00 75 75 2.10 2.OO .00 2O '4 '4 C H A H C II 22.06 ,J.8o 26.32 23.06 26.80 27.3.1 23.06 26.80 4.00 4.00 4.00 4-00 4.00 4-00 7S .00 .00 2. JO 2.10 2.50 .15 .05 >5 JO A .V-74 4-50 4-5 .00 2.JO IS JO II 32.00 33-00 33.00 4-50 .00 2.10 15 JO 32.40 33-40 33-40 4-50 .00 3 JO II 4-50 4-5 .00 J.OO So 36 A 4-SO 4-50 .00 2.50 S j6 II 39- jo 39- jo 4-50 .00 2.80 40 j6 r J8-70 J9-70 39-7 4-50 . 9 .00 J. 10 .60 36 H . . 4.50 4-S .00 3-4 .80 4' A 44.20 45.20 45.20 S-oo 5.00 .00 2.80 40 4' H 44-50 45-50 5.00 5-0 .00 3.00 50 4' r 46.10 . 5.00 .00 3-40 75 43 1 1 45-58 46.58 . 5.00 5.0 .00 3.80 95 48 48 A K 50.50 50.80 51 .8O 51.80 5.00 5-00 S-oo S-oo .00 .00 3.00 3-JO So 65 48 C 51-40 S.40 52.40 S-oo S-o .00 3.80 95 48 II 51.98 53.98 52.98 5.00 .00 4.20 .20 54 A 56.66 57- 57-66 5-50 '5 3.20 .60 54 II 57.10 58.10 58.10 S-So >5 3.60 .80 54 I' 57.80 58.80 5880 5.50 5-50 S 4.00 IS 54 60 A 62.80 59-4 5-50 S-SO 5-50 S-SO 5 t 4-40 3-40 45 TO 60 B 63.40 64.40 64.40 5-50 5-5 . i 3-70 60 C 64.20 .65-20 5-50 5-5 . 5 4.20 s 60 7' 11 A 64.82 75-34 65.82 76-34 65.82 76-34 5-50 5-50 S-SO 5-50 5 5 3.80 .60 .87 71 B 76.00 77.00 77-00 5-50 5-5 . 5 4-20 .20 71 C 76.88 77-88 77-88 S-$o 5-50 S 4.60 64 84 A 87.54 88.54 88.54 5-50 5-5 -50 4.10 . IO 84 H 88. M 89-54 89.54 5-5 5-50 JO 4-50 .60 -* Standard turned and bored pipe, bell and ftpigot : 4 inches to 24 inches sizes. Oi itsitli- tour of bell is the 1 \ same as on standard water pipe. \ D dinu-n-.ii.ns vary fur different pipe iie. Particu- ^w Inrs on application. -Q ^-^_ r-~^ 1 . -f- D ) >v i ^ ^ r -^ > Taper 1 in 32 ' 43 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY VPM Standard Thicknesses and Weights of Cast Iron Pipe Bell and Spigot Pipe. Turned and Bored Pipe TABLE No 2. Classes A , B, C, D OB d Code Words Code Words Code Words Code Words 0) a ss '- ~ 3 B. and S. Pipe T. and B. Pipe Abac , Abed B. and S. Pipe T. and B. Pipe , Abif . A bog B. and S. Pipe T. and B. Pipe Abul Acad B. and S. Pipe, Acef T. and B. Pipe, Acol V S p a IJ a a Class A Class B Class C Class D |c Q u a loo-Foot Head 2oo-Foot Head 3oo-Foot Head 400- Foot Head *">* 2, o.a ft c 43 Pounds Pressure '86 Pounds Pressure 130 Pounds Pressure 173 Pounds Pressure +J t- r; rt 0> o f. c II *e5 c t/3 ps Pound s per ^Z Pounds per '?. a) M SJ3 Pounds per j \a Pounds per g X o 'a c o JSw Foot Length ^ Foot Length ^ Foot Length ijs Foot Length a a a z, H s P E-| *** aca . 3 39 14-5 175 .42 16.2 194 .45 I7.I 205 .48 18.0 216 6.00 .18 3 ante . 4 .42 20. 240 45 21.7 260 .48 23.3 280 -52 25.0 300 7-50 .21 4 atore 6 .44 30.8 370 .48 33-3 4OO 35-8 430 55 38.3 460 10.25 -31 6 avel . 8 .46 42.9 515 51 47-5 570 .S6 52.1 625 .60 55.8 670 13.25 44 S area . 10 -50 57-1 685 57 63.8 765 .62 70.8 850 .68 76.7 920 16.00 53 10 aril . 12 -54 72-5 870 .62 82.1 985 .68 91.7 IIOO .75 IOO.O I2OO 19.00 .61 12 abaris 14 57 89.6 1075 .66 102.5 1230 74 116.7 1400 .82 129.2 1550 22.00 .81 14 berani 16 .60 108.3 1300 70 125.0 1500 .80 143.8 1725 .89 158.3 :goo 30.00 94 16 bell . 18 64 129.2 1550 75 150.0 1 800 .87 175.0 2100 .96 191.7 2300 33-80 I.OO IS bril . 20 -67 150.0 1800 .80 175.0 2IOO .92 208.3 25OO 1.03 229.2 2750 37.00 1.25 2O dicort 24 .76 204.2 2450 .89 233.3 2800 1.04 279-2 3350 1.16 306.7 3680 44.00 1.50 24 engra 30 .88 291.7 3500 1.03 333-3 4OOO 1. 20 400.0 4800 1.37 450.0 5400 54-25 2.06 30 iculo 36 99 4700 I.I5 454-2 5450 1.36 545-8 6550 1.58 625.0 75oo 64-75 3.00 36 lieu . 42 .10 512.5 6150 1.28 59t.7 7IOO 1-54 716.7 8600 1.78 825.0 9900 75-25 3.62 42 tras . 48 .26 666.7 8000 1.42 750.0 gOOO 1.71 908.3 I OQOO 1.96 1050.0 12600 85.50 4-37 48 ter . 54 35 800.0 9600 1-55 933-3 II2OO 1.90 1141.7 13700 2.23 1341.7 16100 97.6o 6.25 54 tus . 60 39 916.7 IIOOO 1.67 I 104 . 2 13250 2.OO I34L7 I6l00 2.38 1583.3 19000 108.30 8.25 60 ura 72 62 128^ J. ICdOO i 0=1 I ^J.^ 8 22850 128.00 12.50 T' une . 7 2 1633.4 19600 2.22 2IO4 2 25250 147.00 15.00 84 All lengths to lay 12 feet. All weights are approximate; those per foot include allowance for bell; those per length include standard bells ; proportionate allowance to be made for any variation from the standard length. All pipe are tested by water pressure, as per Section 14 of Standard Specifications. Turned and bored pipe made to order only. In telegraphing, to indicate kind and size, combine code words with terminals in first column, thus: i2-inch. Class B bell and spigot pipe = Ablfarll. 44 r N i T KI> s i A T i: > c A s T i x r i p K A x i- < > r x i> R v c o M p A x Y Cast Iron Pipe and Special Castings For High Pressure Servkc TABI.K No. 3 (ieneral Dimensions of Pipe. High Pressure Service. Classes K, K, (i, II 1 12-0 torn! iir- I lianu-ter "(' k*U !l of ^ Nominal Diameter Inches Diameter Inches and Sjx- and Spe. Diameter Inehi-s 6 E K 7.22 8.02 4.00 .50 75 .IO 6 6 G H 8.18 . 5" 85 .85 .10 6 8 E-F 9 42 10.22 4."" 50 .85 85 .10 8 8 G H 9.60 I0.4O 4.OO 50 95 95 .10 8 10 E F II. 60 12.40 4.50 75 95 95 .10 IO C, II 11.84 12.64 4.50 75 2.05 .05 .10 10 12 K-F 13.78 14.58 4 50 -75 2.05 05 .10 12 12 (I H 14.08 14.88 4-50 1-75 2.20 .20 .10 12 U E F 15.98 16.78 4.50 2.00 2.IJ '5 .10 14 14 (I H 16.32 17.11 4-50 2.OO 2.35 35 .10 4 16 E F 18.16 18.96 4-5" 2.00 2.30 5 15 16 it <; H 18.54 '9-34 4-50 2.00 2.55 45 5 16 18 B F so. 34 21.14 4.50 2.25 2-45 .40 5 18 It G H 20. -3 21.58 4.50 2.25 2.75 .65 5 18 . E F 22.54 23.34 4.50 2.25 2.55 50 '5 20 20 CH 23.02 23.82 4-50 2.25 2.85 75 .20 20 24 E F 26.90 27.90 5.00 2.25 2.85 -70 .20 24 30 K 33.10 34.10 5-00 2.25 3.25 .80 50 3 30 F 33.46 34.46 5.00 2.25 3.50 2.00 55 3 36 B 39-6 40.60 5.00 2.25 3.70 2.05 .70 3 6 36 F 40.04 41.04 5.00 2.25 4.00 2.30 .So 36 Within a comparatively few years the growth of cities and the increasing demands of manufacturing and mining districts and of railways, has developed a steadily increasing demand for cast iron pipe for high pressure service. On pages 27 to 30 will be found some notes regarding independent high pressure fire mains, which are now regarded essential in all important or congested sections of cities, and which through decreased fire losses and costs of insurance, more than pay their way. While independent water supplies are often installed under 100 pounds or more working pressure, for railways, mines and large manufacturing plants, they are as often needed at locations which can only be reached through heavy force mains, as at points where a gravity supply requires heavy pipe for the resulting pressures. Thus, aside from its use for independent fire line service, no 45 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Thicknesses and Weights of Cast Iron Pipe for Fire Lines and Other High Pressure Service TABLE No. 4. Classes E, F, G, H Size In Telegraphing, to Indicate Class and Size, Combine Code Words with Terminals in First Column, thus 12-Inch, Class E = Acumaril Lead Hemp. Size 'O !ft Code Word Code Word Code Word Code Word D 0> V Actim Adab Adeg Adil f. Ojj f. "C -^ 0) ^ 1> ~ 33 B 4J 5 *o S 3 Class E Class F Class G Class H sf 5oo-Foot Head 5oo-Foot Head 7oo-Foot Head 8oo-Foot Head Q> aJ ,) U f, bS. 217 Pounds Pressure 260 Pounds Pressure 304 Pounds Pressure 347 Pounds Pressure l a 1 a X s. 'i Kg sS "a a 'g Thick- Pounds per Thick- Pounds per Thick- Pounds per Thick- Pounds per a o sa a "1 u"p o Inches Inches Inches " o CH*" Foot Length Foot Lengtt) Foot Length Foot Length atore 6 .58 4L7 500 .61 43-3 520 -65 47-1 565 .69 49.6 595 12.3 .31 6 avel . 8 .66 61.7 740 71 65.7 790 75 70.8 850 .80 75-0 900 15-8 -44 8 area . 10 74 86.3 1035 .80 92. 1 1105 .86 100.9 I2IO 92 106.7 1280 19.2 53 10 aril . 12 .82 II3-8 1305 .89 1 22. I 1465 97 135.4 1625 1 .04 143-8 1725 22.7 .62 12 abarls 14 .90 145-0 1740 99 157-5 1890 1.07 174.2 2090 1.16 186.7 2240 26.2 83 M be ran 16 98 179.6 2155 i. 08 195.4 2345 1.18 219.2 262O 1.27 232.5 2790 35-9 97 Id bell . 18 1.07 220.4 2645 1.17 238.4 2860 1.28 267.1 3205 1.39 286.7 3440 40-3 1.05 18 bril . 20 I. IS 263.0 3155 1.27 286.3 3435 1-39 320.8 3850 344-6 4135 44-5 1-33 20 dicort 24 i 31 359 6 4315 1.45 1Q2 . Q 4715 53. i i. 60 24 engra i 55 521 7 62 60 i 7-3 585 4 7O25 65 2 2. 15 3 iculo . 3 6 i. 80 725.0 8700 2. 02 820.0 9840 77-9 3.2O 36 All lengths to lay 12 feet. All weights are approximate ; those per foot include allowance for bell ; those per length include standard sockets; proportionate allowance to be made for any variation from the standard length. All high pressure pipe are tested by water pressure to 500 pounds, at the works. For SPECIAL CASTINGS FOR HIGH PRESSURE PIPE see pages 98 to 101 and Table No. 3. One class of special castings is provided for Classes E and F pipe, and one class of special castings for Classes G and H pipe, 6 to 24 inches inclusive. One class of special castings is supplied for each class of 30 and 36 inch pipe. small proportion of the demand for high pressure pipe comes from these other sources; and for such service and as supplementing the classes for lower pressures, we offer our standard E, F, G and H pipe per Tables No. 3 and No. 4. When required, the bell may be ordered with one or two half round lead grooves instead of the standard shown. Standard special castings are provided as per foot note under Table No. 4. Certain castings, notably some of the tees and crosses in which the metal is cut away by the arm openings, are made of steel, as required. A line of high pressure flange pipe and specials for corresponding high pressure service is provided. See pages 102 to 104. In Table No. 5 we offer a full line of flexible joint pipe which will be found well adapted to ordinary conditions. The two designs are the same as to general dimensions and outside contour of the flexible joint bell, differing mainly on the inside of the bell and at the spigot ends. Type No. i is similar in some respects to the old Ward joint, while Type No. 2, the Metropolitan joint, is a newer form, in which the lead remains in the bell when the joint is deflected, and does not work outside the bell, as in the older joint. When ordering flexible joint pipe, Types No. i and No. 2, provision should be made for connecting each end with the bell and spigot lines. (See continuation, page 48.) r N I T K I) S T A T K S CAST IRON I' I I' K AND FOUNDRY COM PA X Y General Dimensions, Thicknesses and Weights Standard Flexible Joint Pipe Type No. i. Code Word, Adorn j6a> ,^-^1 L /-^- ysszasf RPwb" TABLE No. 5 Terminal Inches - A B C I) K Weight per Lenjrtb Pounds I.vad per Solid Joint Pounds Type i Type i atore aras avel . . 6 6 8 B D B .48 55 51 37 37 .00 .00 .12 .87 87 94 53 555 673 II. 9 II. 9 9 9.0 9.0 14 anha . area . . anls . . aril amus . 8 in 10 12 12 D B D B I) .60 57 .68 .62 75 I.8l 2.06 2.06 2.2? 2.25 56 75 75 .87 - -87 .12 .18 .18 25 35 94 .00 .00 .06 .06 780 947 1 080 1210 I4OO 9 28 28 49 49 '4 22 22 39 39 abaris abor . . K r .in . . bevel bell . M M 16 16 18 B D B D B .66 .70 75 2.50 2.50 2.75 2.75 2.87 3.00 2.OO 2.12 2.12 2.25 3' .31 43 43 56 .12 .12 25 25 31 1450 1750 1862 2250 2300 64 64 76 76 91 5' 51 60 60 73 bero . . brll balk dlcort dean . . 18 20 20 24 24 D B D B D .96 .80 1.03 .89 1.16 2-87 3.12 3.12 3.37 3-37 2. 25 2-37 2.37 2.68 2.68 56 .62 .62 75 75 31 37 37 5 -50 2760 3200 3534 429 9" 112 112 I 3 6 136 73 92 92 112 112 engra erln . . Iculo . I car 30 3 36 36 B I) B I) 1.03 37 1.15 1.58 3.87 3-87 4-12 4 2 - 3.50 3.50 2.12 2.12 2.50 2.50 72 72 94 94 5067 6360 (063 7900 iSi iSl 225 225 I 4 6 I 4 6 '77 177 Type No. 2. Code Word, Afag t . o F^; Ox___^ ^,^^ \ ! B /-.--- \ ---._ xkmr Sfga tndCul VdSHfllint ox r*M'i'nd. I >i il.-t T;. .n .1' -ut ij decrees. Kither type made to order only. All weights are approximate. For heavy service see Types and \n. 4- THE ' UNIVERSITY UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY General Dimensions, Thicknesses and Weights Standard Flexible Joint Pipe Cont. Type No. 3 TABLE No. 6 FULL LENGTHS Type No. 4 SHORT LENGTHS Dimensions Common to Nos 3 and 4 Type No. 3 Code. Afel Type No. 4 Code, Afim Sizes Inches Class D Thick- ness Rad. D Gun Metal Bolts in Code Ter- minal Lengths Approx- imate Pounds Section C Code Ter- minal Lengths Approx- imate Pounds per Joint Size Inches Joint S Flange T B C A B C 12 75 15.00 6 16 aril 145.13 148.38 1508 amus 20 10.13 14.25 617 12 M .82 17.50 6 18 abaris 145-75 I49-25 1922 abor 21 11.25 15.00 786 14 16 .89 I9.75 6 20 be ran 145.81 149.81 2384 bevel 22 12.06 15.75 995 16 18 .96 22.13 6 22 bell 146.00 150.50 2809 bero 24 13.50 17.00 "57 18 20 1.03 24.88 6 24 bril 146.20 151.08 3454 balk 26 14.45 18.63 1529 20 24 1.16 29.06 6 28 dicort 146.20 I5L95 4646 dean 28 15.45 20.50 2101 24 30 1-37 35-75 6 34 engra H6.75 153.50 6817 erin 11 19.00 23.50 3004 30 36 1.58 42.50 6 40 iculo 147.00 155-00 9798 icar 38 21. OO 28.00 5109 36 L 4858 Weights approximate only, and include gun metal bolts per table, Type No. 3 end sections may be ordered bell or spigot instead of flange if desired. Flange dimensions Class D. Bolts for end flanges furnished to order only not included with the castings. Type No. 4 joints are furnished complete with lead calked bell and bolted collar, ready for use. Thus it is well to have, in addition to the required number of flexible joint lengths, one length with flexible bell and ordinary spigot, and one length with ordinary bell and flexible spigot. These latter may also be ordered in pairs, to use in laying a line in shallow water with standard bell and spigot pipe, so as to secure a flexible joint in every three or four joints. For important lines laid in deep or swift water, especially if under heavy pressure, we offer flexible joints of our Types No. 3 and No. 4. As will be seen from the designs, these are heavier joints, with flanged collars secured by gun metal bolts, which cannot readily pull apart. Type No. 3 is a full length pipe, having this form of joint, as listed in Table No. 6. Type No. 4 is a joint of the same design, of short length, as used in special locations with flange pipe. When ordering Type No. 3 or No. 4 joints, provision should also be made as to ordering connecting end pieces, and all underwater flanged pipe joints should preferably have bronze or gun metal bolts. Owing to the longer bells and spigots, the flexible joint pipe are heavier than UNITED STATES CAST IKON I- I 1> K AND FOUNDRY Co.MI'ANY l>cll and spigot pipe, and owing to the machine work upon them, take nearly twice as long to manufacture as regular 1H.-11 and spigot pipe. Nut infrequently much is gained in laying submerged lines during the low water, and when the streams are free from ice. Hence, in planning such mains, ample time should be allowed, that the pipe may l>e made up in due season. The utmost care should be exercised in laying flexible joint pipe, to insure thoroughly made joints, which when fully calked should be moved within the limits of deflection before the next pipe is inserted and the joint submerged. TABLE No. 7 Lead in Bell and Spigot I'ipe Joints Nominal Diatmu-r Inv Appi nnds l,<-,i'! :n l'i;n- l-iint i In Alil>ri>xiinnti- I'onmK U'a.l in I'ijH- J.iint -', Im !u-s Ihrep Appr uinN 1 in l'ii>c Joint Appri .\;m.i!<- I'"imtls Le*d in >.-li.l l'i|K- Joint 3 6.00 6.50 7.00 lO.aj 4 8.00 6 10.25 13.25 iS.OO 8 14.50 if .7- 23.00 10 16.00 il .00 12 19.00 2D.5O 22.50 3''- 50 M 22.00 24.00 26.00 38.50 16 00 33-00 35-75 IS 33-80 36.90 OO 72.00 2D 37.00 4< > 44-00 80.00 24 44.00 48.00 52.50 95.00 54.25 64.73 117.50 U". 25 42 75.25 79.75 '55-25 43 85.50 . cx> 202.25 54 97 ' I07.IO 116.60 60 60 108.30 nS.to ,50 50 123.00 140 153.00 50 M 147.00 IM .50 175 The ;> 1 pijtc joints, both with anl without naskft. The wi-i^ht if cubic inch :>m]mt. A:. has In-i-n n nf the bt?ll for calking- ;H.'cificBti'ii- .Mow the It-ad *-;wu i- to vary from n-ncf the wriyht *t lend refjn tho jnint : -ve. UNITED .STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings In designing pump house, reservoir gate house and other pipe connections it is hoped that engi- neers will incorporate in their drawings, as far as may be, special castings of standard dimensions as *hmvn in the tables herein. This will enable us to furnish more promptly any special castings ordered of us, and greatly facilitate the filling of orders. While at each of our plants we make more or less special castings, at our Addyston, Burlington and Bessemer plants, we have large special foundry and machine shops, some of them of most recent and modern construction. Atten- tion is again directed to clauses in Standard Specifications, pages 36 to 41 inclusive, as well as notes on pages 36, 42, 51 and 106, re- lating to Specials. Our standard special castings will be found to be sub- stantially of the same laying dimensions as those of the New Eng- land Water Works Association, the exceptions being mainly in the large diameter tees and crosses with branch openings 14 inches and larger. In figuring these larger castings it was deemed best to increase their laying lengths from 2 to 4 inches, to allow more metal in cor- ner sections and clear- ance of run and branch bells. In producing the designs for special cast- ii m i i ED S T A 'I \ S T I K ( > N I' I I' K AND F i > T X 1) R Y (.' o M 1' A N V ings we have aimed t<> insure eastings "' ample strength: hence, many of the listed tees and crosses are provided with ribs, or are ribbed and bolted, or for heavy pres- sures, are made of steel. Such castings are not included with regular specials, bell and spigot or flange, and prices will be quoted only on receipt of lists specifying castings required. Bolted castings are made up with steel bolts protected by brass tubing, or, preferably, with gun metal bolts. By regular bell and spigot or flange specials, is meant the ordinary run of such castings. Bolted Y branches and breeches pipe, and all tongue and groove or tongue and recess Hanged castings are classed as extras 4 I.iikc-. a 14 inches 8 Lug*, 41-60 inches I. UK*. 16-36 inches Standard Lugs. Number and Weights of Lugs on Outlets of Different Sizes T \BI.E No. 8 Code Terminal : ; nal icier tlM Komi Pair* of LURS Approximate \\ i-ilit I.ut!> t Hell Code Terminal Nominal Diameter Outlet Number of Hairs of Lug* Approximate \\ i-iifht I.uirs on On. In> Pounds IncheH Pounds aril . . 12 4 3 engra 30 6 abaris 14 4 33 iculo . . 3 6 6 So beran 16 56 lieu . . . 42 8 in bell . it 6 56 I r;i- . . . 48 S 114 brll 20 6 56 lira . 54 8 134 dlcort . 24 6 56 une . 60 8 '37 I- ;>utrs of hiK's arc placed on the vertical axis of each bell, the others at equal distances around circumference, h is equal depth of bell on aK unls 2.50 inches, X i-qnals 1.25 incbe*. Y equals i.6j inches for t> to 24 inches inclusive. lies. X equals i.yi inches. Y equals 2.00 inches (or jo to 60 inches inclusive. Standard lugs of the form and number of pairs here shown, may be ordered on bells of pipe and specials 12 inches in diameter and larger. An extra charge is made for pipe and eastings with lugs. Such castings are made only to order. All weights are approximate UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water Standard Curves, Bell and Spigot, ^ , TT For Flanged Special Castings, see pages 87 to 97 TABLE No. 9 : 4 Curves Code, Afup Code Termi- nal Nominal Diam., In. I aj Dimensions, Inches x'45 g*c 82 1 <*~ t r k ame . 4 D 52 16 22.6O 82 atore . 6 D 55 16 22.6o 130 avel . 8 D .60 16 22.6O 200 area . 10 D .68 16 22.6o 2 7 8 aril . 12 D 75 16 22.6o 366 anos . H B .66 18 25.50 406 abor . 14 D .82 18 25.50 504 basse 16 B .70 24 34.00 594 bara . 16 D .89 24 34.00 750 beige . 18 B 75 24 34.00 710 balk . 18 D .96 24 34-00 888 bucu . 20 B .80 24 34.00 840 bonne 20 D 1.03 24 34.00 1070 deros 24 B .89 30 42.40 1290 della . 24 D 1.16 30 42.40 1656 etra . 30 A .88 36 50.90 1814 etros . 30 B 1.03 36 50.90 2082 enbln 30 C i. 20 36 50.90 2454 engo . 30 D 1-37 36 50.90 2836 igar . 36 A 99 48 67.90 2964 icell . 36 B 1. 15 48 67.90 3500 icet . 36 C 1.36 48 67.90 4120 illus . 36 D 1.58 48 67.90 4820 S=8 inches on sizes 4 and 6 inches. S= 10 inches on sizes 8 inches. S=i2 inches on sizes 10 to 36 inches. AH weights are approximate. 7 TABLE No. TO Nominal Diam.. In. f. f. t l /i Curves Code, Agal T ' s Curves Code, Agem Code Terminal r k E'S m r k N r I !> K AND K ( ) T N I) R Y COMPANY Standard Special fastings for Water ft Jj I 1 M t i iWJ 1 1 - t * ^*~-- ^^ fl I ! . '/V- ,' 4 r-T~-i v 1 TABLE No. 11. Standard Curves, Bell and Spigot TABLK No. i ;. Standard Offsets Code Word, Alam | y i' I'- Agop i Curvi-s I'ocJf, ASM "il X ' G~~. S t iinal r r I eye k ^ ~ f k 3 ^ 3 "^"= c"*1 *c E Ti-rminal r 9-'S ? r ii^ ^ ^ 52 ame . . 23.52 66 6 U atore I2O 23.52 ""4 atore 6 D 14 46.25 183 S I) .60 avel . . I2O 23.52 ISO 10 D area . . 120 23.52 198 avel . . 8 D "5 .- 280 12 14 D B 75 .66 aril . anos . . 120 I So 21.52 35- 2? 364 area . . IO D 16 49.70 390 14 .82 abor . . 180 35.28 450 aril 12 D i? 51-45 530 16 B 70 basse . i So 35-2 - 45.- 16 bara . - 35-28 anos >4 B II 53-70 555 IS IS B D .96 beige balk . . 180 I So 542 abor 14 D 18 53-70 695 20 20 B .80 1.03 bucu . . bonne . 240 240 47-<>5 808 1028 480 47-10 47. i" 808 1028 basse . 16 B '9 55-40 708 24 24 B D I.K. deros . delta 240 240 47.05 47.05 1080 '- 47 -io 47 i 1080 bara if. D 9 55-40 000 30 A etra . . 240 47. "5 '350 4 8o 47 .10 1350 30 B .03 etros ^ i 240 47.05 1540 4 8o n .10 1540 30 C enbin 240 47-0 1810 .- - . IO n 30 D 37 engo . . 240 47 "5 2090 4 8o .- .10 2000 Nominal S 3 6 A -99 tear 240 47-05 4 So n .10 Diameter t k K 36 B (cell 240 47-05 2100 480 - .10 2100 I nchei* w 36 C .36 Icet . . 240 47.115 2470 480 . IO 247O 3 6 I) Illus . 240 47-05 2880 480 V) .10 2880 42 43 A B . IO .28 lapel laret . - : 240 47-05 2720 r n n .10 .10 2380 2720 4 D 5a 13.85 IO.OO 2.00 42 C -54 laron . 47 "5 3310 480 n .10 3310 6 D 55 24.25 IO.OO 3.00 42 1 > -78 latest 240 47 "- 3850 480 - .10 - 48 A .2', ocet 240 47-05 3150 . .- .10 3150 8 D .60 26.OO IO.OO 2.00 ':- B C -42 .7" omen . oler . . 240 240 47-05 3480 4170 .- 480 n n .10 .10 3480 4170 10 U .68 27.70 IO.OO 2.00 D odls . . 240 47-05 :- .- .10 4860 12 D 75 29.45 IO.OO 2.00 54 A 35 same . 240 47-05 3750 480 . 10 3750 54 B ; - sand . 240 47-05 433 .- - .10 4330 "4 B .66 31.20 2.50 54 C .90 sone . . 240 47-05 5290 - .10 5290 54 I) -23 ska . . 240 47 "5 6220 -- . .10 6220 14 D .82 31.20 IO.OO 2.50 60 60 A B 39 -67 ulode I" IV . . 240 47. ->5 47.05 4340 5MO 480 4 So .10 . IO 4340 5MO 16 B 70 32.90 IO.OO 2.50 C D 2.00 lll'lll . . udrey . 240 240 47 05 47 05 6200 7400 i- r . JO .10 6200 7400 1 6 D .89 32.90 IO.OO 2.50 I. Hi L- All weight* are approximate. 53 UNITED STATES CAST IRO N PIPE AND FOUNDRY COMPANY Standard Special Castings for Water r J -sj - K ^ / 1 -p** ml I \ t. ( - X >l T V Curves with Base TABLE No. 13. Code Word, Alen Code Terminal Nominal Diameter Inches Class t r k s h Approx. Weight Pounds ame . . . 4 D 52 16 22 60 8 5-50 141 atore . . . 6 D 55 16 22 60 8 6.50 214 avel . . . 8 D .60 16 22 60 10 7-50 309 area . . . 10 D .68 16 22 60 12 9.00 436 aril . . . 12 D 75 16 22 60 12 IO.OO 579 anos . . . 14 B .66 18 25 50 12 12. OO 717 abor . . . 14 D .82 18 25 50 12 12. OO 815 basse . . . 16 B .70 24 34 oo 12 I3.0O 1053 bara . . . 16 D .89 24 34-00 12 I3.OO 1209 beige . . . 18 B .75 24 34 oo 12 I4.OO 1264 balk . . . 18 D .96 24 34 oo 12 I4.OO 1442 bucu . . . 20 B .80 24 34 oo 12 I5.OO 1619 bonne . . 20 D 1.03 24 34 oo 12 I5.OO 1849 deros . . . 24 B .89 30 42 40 12 17.50 2379 della . . 24 D 1.16 30 42 40 12 17.50 2745 etra . . . 30 A .88 36 50 90 12 21.00 3718 etros . . . 30 B 1.03 36 50 90 12 21. OO 3986 enbin . . . 30 C 1.20 36 50 90 12 21. OO 4358 engo . . . 30 D 1-37 36 50 90 12 21.00 4740 igar . . . 3 6 A 99 48 67 90 12 24.50 6002 icell . . . 36 B 1.15 48 67 9 12 24.50 6538 icet . . . 36 C 1.36 48 67 90 12 24.50 7158 illus . . . 3 6 D 1.58 48 67 90 12 24.50 7858 All weights are approximate. ' L 5230 54 I' X I T K l> s T A T I! S I' A S T I R ( > X 1' I I 1 E A X 1 . 1 < > r X I) k V CO M I' A X Y Standard Special Castings tor Water . 1 . r4-IJH| J* j/f'Xl -}4- , t -/ : =*r D w \ |"t ^qp TABLE No. Branches L^J i 4. Standard Sti-ni-. OVIT Weight C.lumn- Approximate Weight*. Pounds OH Ni.minal Diaim-H-r Inches Ilinu-nsion*, In Alip Aloi AM Aman Terminal <-Way Branches 4-Way Branches A H H J 1 2 Bells < Bells ) Bells 4 Bells arent .... 3 3 D 10 22 IO 92 94 124 125 aca .... 4 3 1) II 23 1 1 121 120 '53 '53 ame .... 4 4 D II 23 II 125 128 164 1 66 alizo .... 6 3 D 12 24 12 173 170 207 204 aras .... 6 4 D 12 24 12 185 '83 223 221 at. .re .... 6 6 D 12 24 12 203 . 259 257 anha .... 8 4 D 13 25 13 262 255 301 2. ,4 atico .... 8 6 D '3 25 '3 278 270 333 325 avel .... 8 - D '3 25 13 301 294 378 372 aftt ... 10 4 D 14 26 '4 356 338 395 377 anion .... 10 6 D '4 26 14 37' 352 424 406 anls .... IO 8 D U 26 14 389 37' 461 443 area IO IO D 14 26 '4 4'4 395 5" 493 aclle .... 12 4 D '5 27 15 473 445 5'4 486 amus .... 12 6 D '5 27 15 486 458 540 5'2 atum .... 12 8 D '5 27 '5 502 474 573 545 acho .... 12 to D 5 27 15 5'9 49' 605 577 aril ... 12 12 D '5 a? 5 540 512 651 623 abunt .... 14 4 B 16 28 16 485 480 535 530 and urn 14 4 D 16 28 16 614 588 666 641 atur .... U 6 B 16 28 16 495 560 555 avero .... 4 6 D 16 28 16 634 608 730 700 arlzo .... '4 8 B 16 28 16 5'5 5>o 600 595 averl .... '4 8 D 16 28 16 662 636 787 76' arate .... 14 IO B 16 28 16 535 525 635 625 atorem M 10 D 16 28 16 679 653 822 796 ano5 .... '4 12 B 16 28 16 560 550 680 670 abor .... 14 12 D 16 28 16 698 672 860 834 abarls .... '4 '4 B 16 28 16 575 569 723 715 acity .... '4 M D 16 28 16 750 724 938 963 arage .... 16 4 B 17 29 17 615 610 675 670 All weights are approximate. L 1105 55 UNITED STATES CAST IRON PIPE AND FOUNDRY CO M PAN Y Standard Special Castings for Water TABLE No. 14 Continued. Standard Branches Code Stems over Weight Columns Approximate Weights. Pounds Code Stems Nominal Diameter Inches Dimensions, Inches A lip Alos Alut Aman Code Terminal Class 3-Way Branches 4-\Vay Branches A B H J I 2 Bells 3 Bells 3 Bells 4 Bells agno .... 16 4 D 17 29 17 783 7 60 864 841 avate .... 16 6 B 17 29 17 630 625 695 690 acibus .... 16 6 D 17 29 17 802 779 902 879 alite ... 16 8 B 17 29 17 645 640 730 725 atima .... 16 8 D 17 29 17 8 3 I 808 961 938 andos .... 16 10 B 17 29 17 660 655 760 755 barla .... 16 10 D 17 29 17 8 7 2 849 1042 1019 barot .... 16 12 B 17 29 I? 685 680 805 800 basaii .... 16 12 D 17 29 17 884 861 1066 i43 basse .... 16 14 B 17 29 17 695 690 825 820 bara .... 16 14 D 17 29 17 93 880 1104 1082 beran .... 16 16 B I? 29 17 729 727 904 901 bevel .... r6 16 D 17 29 17 991 969 1282 -1259 bero .... 18 4 B 18 30 18 755 750 820 815 bias .... 18 4 D 18 30 18 953 927 1046 1 020 bium .... 18 6 B i3 3 18 765 760 840 835 biolan .... 18 6 D 18 30 18 968 942 1075 1049 biate . . 18 8 B 18 30 18 780 775 870 865 bione .... 18 8 D IS 30 18 IOOO 974 1140 1114 bonca . 18 10 B 18 3 18 795 790 900 895 bolla .... 18 10 D 18 30 18 1038 1012 1216 1190 brona .... 18 12 B iS 30 18 8i5 Sio 940 935 begi .... 18 12 D 18 3 18 1075 1049 1290 1264 belag IS 14 B 18 30 18 825 820 955 950 belas .... 18 14 D 18 30 18 1083 1057 1306 1280 beige .... 18 16 B 18 30 18 855 850 1 020 1015 balk .... 18 16 D 18 30 18 1108 1082 1356 1330 bell .... 18 18 B 18 30 18 895 889 IIOI 1096 belon .... 18 18 D 18 30 18 1170 1144 1480 1454 be 1 roil .... 20 4 B r 9 31 19 923 916 1006 999 benk .... 2O 4 D 19 31 !9 1172 1148 1273 1248 beure .... 20 6 B 19 31 19 930 920 IOIO 1000 herd .... 20 6 D 19 31 19 1188 1164 1304 1280 biene .... 20 8 B 19 31 19 945 935 1035 1025 bill .... 20 8 D 19 31 19 1212 uSS 1352 1328 binal .... 20 10 B 19 31 '9 955 945 1060 1050 bin! .... 20 10 D 19 31 ! 9 1252 1227 1431 1407 bio .... 20 12 B 19 31 19 975 965 IIOO 1090 biros .... 2O 12 D 19 31 '9 1288 1263 1502 1479 brito .... 20 14 B 19 31 J9 980 970 IIIO IIOO brom .... 2O 14 D 19 31 19 1342 1318 1613 1588 buron .... 2O 16 B 19 31 '9 IOIO IOOO 1 1 70 1160 boroi .... 20 16 D *9 31 J 9 1347 1323 1622 1597 bucu .... 20 18 B 19 31 19 1035 1025 1225 1215 bonne .... 20 18 D 19 31 19 1365 1341 1658 1634 bril .... 2O 20 B '9 3' J 9 1077 1070 1314 1307" All weights are approximate. L 1105 56 r N i T i-: i > STATES CAST IRON PIPE AND r < > r x i > R v COM i j A x Y Standard Special Castings for Water TABI.K No. 14 Continued. Standard Branches Approximate Weight*. Pounds Code Stems over Weight Columns 'r Stem* N'uminal Diameter Inches Diim-nstt.ns. In. Allp Mo* Aim Aman ninnl Class Branches 4- Way Branches A 11 H J 1 i Hells i Bells 3 Bells 4 BelU bunt 20 20 D '9 31 '9 1462 1438 1852 1828 back . . . 24 6 B 21 33 21 1309 1289 1425 1405 blolus 24 6 1) 21 33 21 167O 1637 - 1775 buls ... 24 8 B 21 33 21 "323 1303 1453 1433 berto 24 8 D 21 33 21 1697 1664 1863 1830 borne 24 IO B 21 33 21 1341 1321 1489 1469 card .... 24 IO D 21 33 21 1732 1699 "933 1900 cana 24 12 B 21 33 21 I 51.2 "342 1532 1511 carlo 24 12 D 21 33 21 i7dS 1735 2005 1972 cape 24 14 B 21 33 21 1402 1381 1609 1589 cltt 24 14 D 21 33 21 1810 "777 2088 2055 cire 24 I< B 21 33 21 M43 1423 1694 1673 dea 24 16 I> 21 33 21 1858 1825 2185 2151 del 24 18 B 21 33 21 1460 1440 1727 1706 deral . 24 18 1) 21 33 21 1885 1852 2238 2205 deros 24 n B 21 33 21 1474 M54 1756 1736 della 24 2n D 21 33 21 2025 1991 2518 2484 dlcort 24 24 B 21 33 21 1523 '53 1854 1834 dlgli 24 24 D 21 33 21 2146 2113 8727 2694 donla . JO 6 A 13 25 24 1272 1300 1407 "434 dango .... 3 6 B 13 25 24 1433 1417 1580 1563 dorum .... 30 6 C 13 25 24 1603 1673 1870 1850 dabam 30 6 D 3 25 24 "934 1920 2113 - dage .... 30 8 A 14 26 24 1318 1346 '453 1481 dame ... 30 8 B 14 26 24 1482 1466 1624 1609 daria .... 30 8 C M 26 24 1765 745 1953 '934 ii:l~l .... 30 8 D M 26 24 2004 1990 2IS2 2168 deaw .... 30 10 A 15 27 24 1369 1396 1512 1540 delag ... 30 IO B 15 27 24 : : - 1521 1685 1668 .lil.l- . 30 10 C "5 27 24 1857 1837 2075 2056 dulf 30 10 D 5 27 24 2IOS 2094 2319 2306 deur .... 30 12 A 15 27 24 '395 1420 555 dra 30 12 B 15 27 24 '555 1540 7'5 1700 dalt .... 30 12 1 "5 27 24 1911 1891 2184 2164 dade .... 30 12 D 15 27 24 2154 2140 2411 2398 dangls 14 A IS 30 26 "547 1575 1737 1764 darb . . . '. 30 M B 18 30 26 : - - 1789 2085 2069 dobs .... 30 14 C 18 30 26 2159 2140 2497 2477 dofen ... 30 14 D - 30 26 2567 2553 3026 3013 dort 30 16 A 31 26 1648 1675 - 1832 dalt . 30 16 B 9 3' 26 1883 2 20O 2184 dean .... 30 16 C 9 3" 26 2272 2253 2662 2642 dique ... 30 16 D 19 31 26 2692 2678 3206 3192 derlng . . . 30 18 A 20 34 26 "757 1741 2U24 2007 dellos . . 30 18 B 20 34 26 2044 1976 2387 2318 Large diameter toes and crosses with ribs, or with ribs and bolted through flats when required. See page $i. L 1105 All wetKht* are approximate. 57 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water TABLE No. 14 Continued. Standard Branches Code Stems over Weight Columns Approximate Weights, Pounds Code Stems Nominal Diameter Inches Dimensions, Inches Alip A los Alut Aman Code Terminal Class 3-Way Branches 4-Way Branches A B H J I 2 Bells 3 Bells 3 Bells 4 Bells ebam .... 30 18 C 2O 34 26 2434 2353 2862 2781 entib .... 30 18 D 20 34 26 2805 2791 33&I 3348 entis .... 3 20 A 21 36 26 1857 1818 2157 2118 eola .... 30 20 B 21 36 26 2182 2088 2584 2490 erem .... 30 2O C 21 36 26 2667 2555 3237 3126 etori .... 30 20 D 21 36 26 3041 2921 3657 3538 etra .... 30 24 A 23 38 ^(, 1979 1940 2312 2274 etros .... 3 24 B 23 33 26 2313 2219 2742 2648 enbin .... 30 24 C 23 38 26 2847 2736 3474 3362 engo .... 30 24 D 23 38 26 3290 3170 4014 3895 engra .... 30 30 A 26 43 26 2212 2129 2602 2520 erin .... 30 30 B 26 43 26 2599 2453 3106 2960 ernol .... 30 30 C 26 43 26 3310 3137 4110 3937 ernu . 30 30 D 26 43 26 3850 3660 ' 4799 4609 erfen .... 36 8 A 14 26 27 1751 1777 1938 1963 erish .... 36 8 B 14 26 27 20=5 2073 2268 2287 eone .... 36 8 C 14 26 27 2421 2433 2679 2691 emaro .... 36 8 D 14 26 27 2780 2780 3038 3039 ezia .... 36 10 A 15 27 27 1810 1835 ' 1996 2021 eolutn .... 36 10 B 15 27 27 2128 2147 2345 2364 emie .... 36 10 C 15 27 27 2534 2546 2822 2834 etten .... 36 IO D 15 27 27 2903 2902 3188 3188 elazo .... 36 12 A 16 28 27 1884 1909 2084 21O9 estro .... 36 12 B 16 28 27 2219 2238 2458 2477 esta .... 36 12 C 16 28 27 2644 2656 2962 2973 erata .... 36 12 D 16 28 27 3032 3033 3349 3350 erolla .... 36 14 A 18 30 29 2039 2065 2279 2304 eriate .... 36 14 B 18 30 29 2415 2433 2709 2728 erarla .... 36 14 C 18 30 29 2872 2883 3251 3263 escos .... 36 14 D 18 30 29 3470 3470 4033 4033 ebas .... 36 16 A 19 31 29 2135 2160 2410 2436 ently .... 36 16 B 19 31 29 2521 2540 2853 2872 fod .... 36 16 C 19 31 29 3003 3014 3431 3442 flrn .... 36 16 D 19 31 29 3618 3617 4231 4230 form .... 36 18 A 20 34 29 2279 2246 2581 2548 falcon .... 36 18 B 20 34 29 2701 2650 3073 3022 faut . . 36 18 C 20 34 29 3206 3136 3673 3604 gabas .... 36 18 D 20 34 29 3852 3755 4506 4409 gamos .... 36 20 A 21 36 29 2409 2346 2752 2689 gareo .... 36 20 B 21 36 29 2885 2800 3336 3251 gesa .... 36 20 C 21 36 29 3537 3426 4212 4101 infer .... 36 2O D 21 36 29 4050 3905 4757 4612 igab .... 36 24 A 23 38 29 2451 2513 2844 2907 igadu . 36 24 B 23 38 29 3099 3014 2624 3539 igam .... 36 24 C 23 38 29 3806 3695 4585 4474 Large diameter tees and crosses with ribs, or with ribs and bolted through flats when required. See page 51. L 1105 All weights are approximate. 58 \ I T 1C 1 ' S I A T K S CAST IRON 1' I I' K AND 1- ( i r N I ) R Y COMPANY ulard Special Castings tor Water TABLE No. 14 Continued. Standard Branches Approximate Weights. Pounds Code Sti-ins over Weight Columns Code Stem* Nominal Dianu-tiT [ocfhM Dimension*, Inches Alip Ala* Alut A man Code Terminal Class Hrum In--. 4-\Vuy Branches A B H ) I .. Bells , Bells ., Hells 4 Belts i^.nul ... 3 6 34 I 23 39 45" 4366 5307 5l6l Ijtar 36 30 A 21. 43 39 2830 . 3242 3120 Icell .... 3 6 30 B 26 43 29 3594 3438 4335 4'79 icet .... 36 30 C 26 43 39 4--T 4055 5'40 4947 illu- .... 3 6 30 D 26 4.! 39 5160 49" 8 6191 5950 Iculo 3 6 36 A 29 4> 39 3067 2946 3539 3418 laba 3 6 36 B 29 4'' 39 4046 3891 4956 4800 ilia . . 3 6 36 C 29 46 39 4788 4595 5673 Itude ... 36 36 D 29 46 39 5810 5567 7099 6857 Irem .... 43 12 A 16 28 30 2507 2577 3467 3537 icar .... 42 12 B 16 28 3 2670 2889 3'3 3170 leben 42 12 C 16 28 30 3478 3507 3830 3860 Itlo ... 42 12 D 16 38 30 397 1 3989 4307 4325 Idous .... 4 14 A IS 30 33 2671 2739 2942 3010 l K ra . . 43 14 B 18 30 32 3075 3H4 3400 3440 llan .... 42 14 C 18 30 32 3747 3776 4M7 4177 Iferos .... 42 14 D 18 30 32 4590 4609 5288 5306 ibus 42 1 6 A 9 3 32 2778 2846 3080 3>48 leant . 42 16 B 9 3i 32 3196 3235 3552 3592 idlty .... 42 16 C '9 3' 32 3891 3920 . 4325 4354 Itlvo .... 42 16 D 19 3 33 4754 4772 5487 5506 Ista .... 42 18 A 20 34 32 2950 2941 3268 3258 Idum .... 43 18 B 20 34 33 3407 3357 3794 3744 Itant 42 a C 2O 34 32 4393 4312 : - 5028 ilage 42 18 D 20 34 32 5049 4939 5819 5709 icolea .... 42 20 A 21 36 32 3104 3056 3459 34" iches .... 42 2O B 21 36 33 - 3486 4009 3913 kem .... 42 2" C 21 36 33 4615 4479 5387 5351 kunjjer 42 D 21 .36 3* 5297 5123 6122 5948 linos .... 42 24 A 23 38 32 33M 3266 3724 3676 llnu 42 24 B 23 38 32 3852 3756 4370 4274 lock .... 4= 4 C 33 38 32 4965 ;- 5866 5730 lack . . 42 24 D 23 38 32 5709 5535 6579 6405 lard .... 42 30 A 26 43 33 3679 3553 4'44 4018 lake 41 30 B 26 43 32 4554 4370 546 5230 lamte 42 30 C 26 43 32 5649 5402 6675 6428 lante .... 43 30 D 26 43 32 6561 6258 7729 7426 lapel .... 42 36 A 29 46 33 4076 3950 4705 4579 laret .... 42 36 B 39 46 32 493 4718 5845 5059 laron 42 36 C 29 46 32 6150 5904 7261 7015 latesl 42 36 D 29 46 32 7187 6884 8512 8209 leaba .... 42 43 A 32 49 32 4393 4267 5109 4983 learn .... 43 42 B 32 49 33 5533 ' - 6641 6455 lieu .... 42 42 C 33 49 33 7001 6755 8392 8146 leat 42 42 D 32 49 33 8158 7855 ' 9500 I-arife diameter tees and crosses with rib, or with ribs and bolted through flats when required. See page 51. U not AH 'weight* are approximate. 59 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water TABLE No. 14 Continued. Standard Branches Approximate Weights, Pounds Code Stems over Weight Columns Code Stems Nominal Diameter Inches Dimensions, Inches A lip Alos A hit Aman Code Terminal Class 3- Way Branches 4- Way Branches A B H J I 2 Bells 3 Bells 3 Bells 4 Bells libe .... 48 12 A 17 29 33 3266 3319 3653 3707 leau .... 48 12 B 17 29 33 3752 3804 4107 4160 low .... 48 12 C 17 29 33 4510 4576 4940 5007 loto .... 48 12 D 17 29 33 5564 5624 6376 6436 lear .... 48 14 A 18 30 35 3422 3476 3762 3815 lest .... 48 14 B 18 30 35 4173 4226 4836 4889 lita 48 14 C 18 30 35 4965 5030 5712 5778 lobe .... 48 14 D 18 3 35 5754 5815 6596 6656 nary .... 4 S 16 A !9 3t 35 3565 3619 3947 4001 nois .... 48 16 B '9 31 35 4046 4098 4466 4519 tui.se .... 48 16 C 19 31 35 5055 5121 5755 5821 nade .... 48 16 D 19 31 35 5967 6028 6860 6921 nion . . . ".- 48 18 A 20 34 35 3775 3729 4166 4120 nelz .... 48 18 B 20 34 35 4287 4225 4718 4655 nera .... 48 18 C 2O 34 35 5479 5407 6328 6256 onbius .... 48 18 D 2O 34 35 6328 6227 7259 7158 ostet .... 48 20 A 21 36 35 3956 3860 4378 4282 ovia 48 20 B 21 36 35 4500 4380 4973 4853 opiro .... 48 20 C 21 36 35 5745 5604 6652 6511 oten .... 48 20 D 21 36 35 6607 6425 7574 7392 orgen .... 48 24 A 23 38 35 4221 4125 4706 4609 oque .... 48 24 B 23 38 35 5028 4908 5798 5678 olare .... 48 24 C 23 38 35 6193 6052 7272 7131 onnle .... 48 24 D 23 38 35 7064 6882 7994 7812 orios .... 48 30 A 26 43 35 4748 4553 53&I 5166 olios .... 48 30 B 26 43 35 5685 5451 6653 6418 nrium .... 48 30 C 26 43 35 7042 6762 8265 7985 occia .... 4 8 30 D 26 43 35 8051 7708 9303 8960 oltoe .... 48 36 A 29 46 35 5150 4953 5859 5662 ocol .... 48 36 B 29 46 35 6322 6088 7382 7148 onet .... 48 36 C 29 46 35 7603 7323 8915 8635 obes .... 48 36 D 29 46 35 8830 8487 10336 9993 ocet .... 48 42 A 32 49 35 5503 5307 6266 6069 omen .... 48 42 B 32 49 35 6821 6587 7973 7739 ofer .... 48 42 C 32 49 35 8278 7999 9750 9470 odis 48 42 D 32 49 35 9644 9301 11367 11024 tigab .... 48 48 A 35 52 35 6043 5846 7043 6846 toris .... 48 48 B 35 52 35 7659 7424 9076 8841 tras .... 48 48 C 35 52 35 9229 8950 11006 10726 trud .... 48 48 D* 35 52 35 Large diameter tees and crosses with ribs, or with ribs and bolted through Mats, or made in steel. See page 51. L 1105 * Made in steel. All weights are approximate. 60 r N I T K I) S T A 1 A - T I RON PI P AND \- o U X D R Y COM P A N Y Standard Special Castings for Water 1 I -> ^~^~ 1 M fe f _..' -; I \ ( 1 1 1 i T | \ T ^ If !_!_ P 7J ' ^~ ! f - 5 k- _^_^^__ i TABLE No. 15. Standard Base Tees Approx. Cod* Terminal Apprnx. Weight Neim'l 1 t>u nds N'om'l Pounds Diam. f, Code Terminal Inches I s * h j Bells .1 Bells Inches l B P h j Bells i Bells Code Code Code e f AMP AM -. AMP Amli a re n I . 3 3 D 10 22 10 4-5" K'4 106 acibus 6 D 17 29 17 13.00 1021 998 .U.I . . 4 3 D 1 1 23 II 5-5" 13 138 alite . . 16 8 B 17 29 17 13.00 864 859 anu- . 4 4 1 1 II 23 II 5-5 '43 146 at) 11: i . 16 8 D 17 13.00 1050 1027 allzo . 6 3 D 12 24 12 6.50 205 202 andos . 16 IO B 17 13. Of) 8/9 874 aras . . 6 4 D 12 24 12 6.50 217 II - l-arla . IO D 29 17 13.00 1091 1068 atore 6 6 D 12 24 12 6.50 335 232 barot 16 IS B 29 17 13.00 904 899 anha . . 8 4 D 13 25 '3 7-50 3" has ;ti t . 16 12 D 29 , 7 13.00 1103 1080 atlco . . 8 6 D '3 25 13 7.50 334 326 basse . 16 M B 29 17 13.00 914 909 avel . . S 8 D 13 25 '3 7.50 357 350 bara . . 16 14 D 17 29 17 13.00 1 122 '099 am IO 4 D 14 26 M 9.00 435 4'7 Ivr.-in . 16 16 B 17 29 17 13.00 948 946 anlon IO 6 D U 26 '4 9.00 43 bevel 16 16 D 17 29 17 13.00 1123 1 120 anis . . IO 8 D 14 26 '4 9.00 468 450 IK- re > . . 18 4 B 18 3 18 14.00 1035 1030 area . . IO 10 D 14 26 14 9.00 493 474 bias iS 4 D 18 30 iS 14.00 1233 1207 aclie . . 12 4 D 15 27 15 10.00 59 568 blam 18 6 B IS 30 18 14.00 1045 1040 amus . 12 6 I ' 15 27 15 10. OO 609 581 blolan 18 6 D 18 3 18 14.00 124$ 1222 atum 12 8 li 15 27 15 10.00 6as 597 blate . 18 8 B IS 3 IS 14.00 1060 1055 acho . . 12 10 D 15 27 15 10. OO 642 614 bione iS 8 D IS 30 IS 14.00 I2SO 1254 aril 12 12 D '5 27 15 10.00 663 635 bonca . 18 10 B 18 30 IS 14.00 1075 IO7O abunt 14 4 B 16 28 16 12.00 66 1 656 bolla IS IO D 18 30 iS 14.00 1318 1292 anclum M 4 D 16 28 16 12.00 79 764 brona . 18 12 B 18 30 1$ 14.00 1095 1090 at in- . . U 6 B 16 16 12. OO 676 begi tS 12 D IS 3 18 14.00 1355 1329 avero . M 6 D 16 28 16 12. OO Sio belag . - 4 B 18 30 iS 14.00 1105 IIOO arlzo . . 14 8 B 16 28 16 12. OO 691 686 be las 14 D IS 30 18 14.00 1363 1337 averl 14 8 D if, 28 16 13.00 838 812 beige IS 16 B 18 30 IS 14.00 U35 1130 a rate . . 14 IO B 16 23 if, 12. OO 7" 701 balk . . 18 16 D IS 30 18 14.00 1388 1362 atoreoi . "4 IO D 16 28 16 12. OO 855 829 bell . . IS iS B iS IS 14.00 "75 1169 anos . . 14 12 B it. 28 16 12.00 736 726 belon 18 IS D IS 30 18 14.00 1450 1424 abor . . M 12 D 16 28 16 12. OO 874 848 iK'Ire.J 20 4 B 9 3' '9 15.00 1275 1263 abaris 14 14 B 16 28 16 12. OO 75 745 IK- nk 20 4 D '9 3t 9 15.00 1524 1500 acity . . U 14 D 16 2S 16 12. OO 926 900 beure . 20 6 B 9 15.00 1282 12/2 arage . 16 4 B 17 29 17 13.00 834 - , herd . . 20 6 D '9 31 9 15.00 1540 1516 agno . 16 4 D '7 29 17 I3.OO 894 889 blene 20 8 B '9 3' <9 15.00 1297 1287 avate 16 6 B 17 29 1 7 13.00 849 844 bill 20 S D '9 9 15.00 1564 1540 All wetithts are approximate. L_ JM9 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water TABLE No. 15 Continued. Standard Base Tees Approx. Weight Approx. Weight Nom'l Pounds Nom'l Pounds Diam. to Diam. H Code Terminal Inches a l s P h 2 Bells 3 Bells Code Terminal Inches 1 CJ l s p h 2 Bells 3 Bells Code Code Code Code e f Amep Amis e f Amep Amis binal . . 2O 10 B 19 31 19 I5.0O 1307 1297 dangis . 30 14 A 18 30 26 21. OO 2499 2527 bin! . . 2O IO D 19 31 19 I5.OO 1604 1579 darb . . 30 14 B 18 30 26 21. OO 2757 2741 bio . . 2O 12 B '9 31 ig 15.00 1327 1317 dobs . . 30 '4 C 18 30 26 21 .OO 3111 3092 biros . . 2O 12 D 19 31 19 I5.OO 1640 1615 dofen . 30 14 D 18 30 26 21. OO 3519 3505 brito . . 2O 14 B 9 31 19 15.00 1332 1322 doit . . 30 16 A 19 31 26 21.00 2600 2627 brom . 2O 14 D 19 31 r 9 15.00 1694 1670 dolt . . 30 16 B 19 31 26 21. OO 2851 2835 buron . 2O 16 B 19 31 19 15.00 1362 1352 dean . . 30 16 C 19 31 26 21.00 3224 3205 boroi 2O 16 D 19 31 19 15.00 1699 1675 dique . 30 16 D 19 31 26 21. OO 3644 3630 bucu . . 20 18 B 19 31 19 15.00 1387 1377 dering . 30 18 A 20 34 26 21. OO 2709 2693 bonne . 20 18 D 19 31 19 15.00 1717 1693 dellos . 30 18 B 20 34 26 21.00 2996 2928 bril . . 20 20 B '9 31 19 15.00 1429 1422 ebam . 30 18 C 2O 34 26 21. OO 3386 3305 bunt . . 20 20 D 19 31 19 15.00 1814 1790 entib. . 30 18 D 2O 34 26 21. OO 3757 3743 back . . 24 6 B 21 33 21 17.50 1783 1763 entis . . 30 20 A 21 36 26 21.OO 2809 2770 biolus . -1 6 D 21 33 21 17.50 2144 2III eola . . 30 20 B 21 36 26 21 .OO 3134 3040 buis . . 24 8 B 21 33 21 17.50 1797 1777 erem . . 30 20 C 21 36 26 21. OO 3619 3507 berto . 24 8 D 21 33 21 17.50 2171 2138 etori . . 30 20 D 21 36 26 21. OO 3993 3873 borne . 24 IO B 21 33 21 17.50 1815 1795 etra . . 30 24 A 23 38 26 21. OO 2931 2892 card . . 24 IO D 21 33 21 I7.50 2206 2173 etros . 30 24 B 23 38 26 21.00 3265 3171 cana . . 24 12 B 21 33 21 17.50 1836 1816 enbin . 30 24 C 23 38 26 21. OO 3799 3688 carlo . . 24 12 D 21 33 21 I7.50 2242 2209 engo . . 30 24 D 23 38 26 21. OO 4242 4122 cape . . 24 14 B 21 33 21 17.50 1876 1855 engra . 30 30 A 26 43 26 21. OO 3081 cift . . 24 14 D 21 33 21 17.50 2284 2251 erin . . 30 30 B 26 43 26 21.00 3551 3405 cire . . 24 16 B 21 33 21 17.50 1917 1897 ernol 3 30 C 26 43 26 21. OO 4262 4089 dea . . 24 16 D 21 33 21 17.50 2332 2299 ernu . . 30 30 D 26 43 26 21. OO 4802 4612 del . . 24 18 B 21 33 21 17.50 IQ34 1914 erfen . . 36 8 A 14 26 27 24.50 3236 3262 deral . . 24 18 D 21 33 21 17.50 2359 2326 erish . . 36 8 B 14 26 27 24.50 3540 3558 deros . 24 20 B 21 33 21 17.50 1948 1928 eone . . 36 8 C 14 26 27 24.50 3906 3918 della . . 24 20 D 21 33 21 17.50 2499 2465 emaro . 36 8 D 14 26 27 24.50 4265 4265 dicort . 24 24 B 21 33 21 17.50 '997 1977 ezia . . 36 IO A 15 27 27 24.50 3295 3320 digli . . 24 24 D 21 33 21 17.50 2620 2587 eolum . 36 10 B 15 27 27 24.50 3632 donia . 30 6 A 13 25 24 21. OO 2224 2252 emie . . 36 IO C 15 27 27 24.50 4019 4031 dongo . 30 6 B 13 25 24 21. OO 2385 2369 etten . 36 IO D 15 27 27 24.50 4388 4387 doruni . 30 6 C 13 25 24 2I.OO 2645 2625 elazo . . 36 12 A 16 28 27 24.50 3369 339'4 dabam . 30 6 D 13 25 24 21.00 2886 2872 estro . . 36 12 B 16 28 27 24.50 3704 3723 dage . . 30 8 A 14 26 24 21. OO 2270 2298 esta . . 36 12 C 16 28 27 24.50 4129 4141 dame . 30 8 B 14 26 24 21 ,OO 2434 2418 erata . . 36 12 D 16 28 27 24.50 4517 daria . . 30 8 C 14 26 24 21. OO 2717 2697 erolla . 36 14 A 18 30 29 24.50 3524 3550 dast . . 30 8 D 14 26 24 21. OO 2956 2942 eriate . 36 14 B 18 30 29 24.50 3900 3918 dean 30 IO A 15 27 24 21. OO 2321 2348 erala. . 36 14 C 18 30 29 24.50 4357 4368 delag . 30 IO B 15 27 24 21. OO 2490 2473 escos . 36 14 D 18 30 29 24.50 4955 4955 dilas . . 30 IO C 15 27 24 21. OO 2809 2789 ebas . . 36 16 A 19 29 24.50 3620 3645 dulf . . 30 IO D 15 27 24 21 .OO 3060 3046 ently . 36 16 B Ig 31 29 24.50 4006 4025 deur . . 30 12 A 15 27 24 21. OO 2347 2372 fod . . 36 16 C 19 31 29 24.50 4488 4499 dra . . 30 12 B 15 27 24 21. OO 2507 2492 firm . . 36 16 D 19 31 29 24.50 5103 5102 dalt . . 30 12 C 15 27 24 21.00 2863 2843 form . . 36 18 A 20 34 29 24.50 3/64 3731 dade . . 30 12 D 15 27 24 21.00 3106 3092 falcon . 36 18 B 20 34 29 24.50 4186 4135 Large diameter tees ribbed (and bolted). See page 51. L 5229 All weights are approximate. 62 V N 1 T K I > S T A 'I I-. S CAS T IRON I'll' K A N 1) F c > T N D R Y C O M P A N Y Standard Special Castings for Water TABLE No. 15 Continued. Standard Base Tees Weight N'mii'l I'l.V Norn'] Pound* l)inm. Im-he-. / Terminal r 1 S P h t Bells Terminal 3 '* l 8 P h . H.-llh i HHK Cde e f Amep Ami* e f MIL r Arnli faut . . 36 18 C 20 34 29 14. jo 4691 4'>'JI laret . . 42 3'> K 29 4'. 32 - 7106 6921 tcabas . 18 1) 20 34 29 24.50 5337 5240 laron . . 42 36 C 29 4" 32 28.00 8353 8107 liamos . 36 20 A 21 36 29 24.50 3894 3831 latest . 42 36 D 29 46 32 28.00 9390 9087 tcareo . 36 2O B 21 36 29 24.50 437" 4285 leaba. . 42 42 A 32 49 32 - 6596 6470 gesa . . 36 20 C 21 36 29 24.50 5022 4911 learn . . 42 42 B 32 49 32 28.00 773'> " - ' infer 36 20 D 21 36 29 24.50 5535 5390 lieu . . 42 42 C 32 4') 32 28.00 9204 8958 igab 36 24 A 23 38 29 24.50 3936 3998 leat 42 42 D 32 49 32 28.00 10361 10058 igadu 36 24 B 23 38 29 24.50 4584 4499 llbe . . 48 12 A 17 29 33 31.50 6361 6414 Igam 36 24 C 23 3 29 24.50 5291 5180 leau . . 48 12 B t? 29 33 31.50 6847 6899 igand . 36 24 D 23 3S 29 24.50 5996 J851 low . . 48 12 C 17 29 33 31.50 7605 7671 Igar 36 30 A 26 43 29 . 4315 4193 loto . . 48 12 D 17 29 33 3L50 8659 8719 icell 36 30 B 26 43 29 24.50 5079 4923 lear . . 48 '4 A 18 30 35 31.50 6517 6571 icet 3 C 2f) 43 29 24.?" 5733 5540 test 48 >4 B 18 30 35 31.50 7268 7321 illus . . 36 30 D 26 43 29 24.50 6645 llta . . 48 M C 18 30 35 31.50 8060 8125 iculo . . 36 36 A 29 46 29 24.5" 4552 4451 lobe . . 48 '4 D 18 30 35 3.50 8849 8910 laba 36 36 B 29 4'' 29 24.?" 5531 5376 nary . . 48 If) A '9 31 35 3'- 50 6660 6714 ilia 36 3 6 C 29 46 29 24.50 f'273 6080 nols . . 48 If) B 19 3' 35 31.50 7141 7193 it u Ji- . . 36 I> 46 29 24.50 7295 7052 nuse . . 1 6 C 9 31 35 31.50 8150 8216 in-ill 42 19 A 16 28 30 28.00 47i" 478o nade . . 48 16 D 19 3' 3L50 9062 9"3 Icar . . 42 12 B H, 28 30 28.00 5092 nion . . 48 IS A 20 34 : 3' -50 6870 6824 leben 42 12 C I'. 30 38.00 5681 ?7"> nelz . . 4- 18 B 20 34 35 31.50 - - 7320 itlo . . 4* 12 D II. 28.00 6l92 nera . . 48 18 C 34 35 31.50 8574 - . idous . 42 '4 A 1- 30 32 - 4-T4 4942 onblus . 48 IS D 2O 34 35 31-50 9423 9323 Iftra 42 14 B 1- 30 32 28.00 5317 oster . . -r 20 A 21 36 35 31.50 7051 f>955 ilan . . 42 14 C I- 30 32 28.00 5950 ovla . . 48 20 B 21 36 35 3L50 7595 7475 iferos . 4 = M D 18 32 28.00 6793 opiro . . 48 20 C 21 36 35 31.50 8840 8699 Ibus 42 [6 A '9 3i 32 2S.OO 4981 5049 oten . . 48 2O D 21 36 35 31.50 9702 9520 leant . . 4-' 16 B '9 3i 2S.OO orgen . I- 24 A 23 3 35 3>.50 7316 - Idity . . 42 C '9 Jl 32 6094 6123 oque . . 48 24 B 23 38 35 3L50 8133 8003 itivo . . I-' if. D t9 JI 32 28.00 6957 6975 olare . . 48 24 C 23 38 35 31.50 9288 9H7 ista 42 it A 20 34 32 28.00 5144 onnie . 48 24 D 23 38 35 31.50 10159 9977 iilum 42 18 B 2c> 34 32 2S.OO 5560 orios . . 48 30 A 26 43 35 3L50 7843 7648 il.uit 4-' 18 C 20 34 32 28.00 6596 6515 olios . . 48 30 B 26 43 35 31-50 8780 8546 Matte 42 i ]i 20 34 32 2S.OO 7252 7142 orium . 48 30 C 26 43 35 31.50 10137 9857 icolea . 42 A 21 36 32 28.00 5307 5259 occla . . 48 30 D 26 43 35 3' -50 11146 - iches. 42 20 B 21 y< 32 2S.OO 5785 5689 oltoe . . 48 3<> A 29 46 35 3-50 8245 8048 kern . . 42 2D C 21 36 32 ocol . . 48 3 6 B 29 46 35 3L50 9417 9183 kunger 42 20 I) 21 36 32 28.00 75oo 7326 onet . . 48 36 C 29 46 35 31.50 10418 linos . . 42 24 A 23 32 28.00 j S ij 5469 obes . . 48 36 U 29 46 35 3I-50 11925 11582 linu . . 42 24 B 23 3* 32 28.00 6055 5959 ocet . . 48 42 A 32 49 35 3L50 8598 8402 lock 42 24 C 23 3* 28.00 7168 7032 omen . 48 42 B 32 49 35 3L50 9916 9682 lack . 4-' 24 D 23 3 32 28.00 7912 7738 ofer . . 48 42 C 32 49 35 3L50 "373 11094 lard . . 42 30 A 26 43 32 -- 575f> odls . . 48 42 D 32 49 35 31.50 12739 12396 lake . . 1 30 B 26 43 32 ' 6757 f'573 tigab. . 48 .- A 35 52 35 31.50 9138 8941 l.miu . 42 30 C 26 43 32 28.00 7852 7605 toris . . 48 It B 35 52- 35 10754 10519 lante . . 42 30 D 26 43 32 28.00 8764 8461 tras . . 48 48 C 35 52 35 3-5o 12324 12045 lapel 42 A 29 46 32 . - 6279 6i53 trad . . 48 48 D 35 52 35 3L50 1,,-uc ! iand bolted). Sec page 51. L SJKJ All weiichts are approximate. * Made in Meel. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY ^jj^jjJ7 ^P8^ Standard Special Castings for Water J>^^^p\ z ^w fyiy "jwi) Standard Y Branches, Type i =ex/M ~ e T// TARTP Nn ^f^ Tnrlp Wnrrl Atnftt \ V Code Terminal Nominal Diam., Inches Class s P V w n r Thickness, Inches Approx. Weight Pounds e f t, . t. t. aril 12 12 D 6.0 21.50 8.00 9-79 r 7 30 75 i. 08 75 68 7 abaris . 14 14 B 6.0 24.00 9.0 11.30 .08 3 .66 99 .66 73 acity 14 14 D 6.0 24.00 9.0 11.30 32 30 .82 .22 .82 894 beren 16 16 B 7.0 27.50 0.50 13.00 .12 30 7 03 .70 942 bevel . 16 16 D 7.0 27.50 0.50 13.00 39 3 .89 29 .89 1275 bell iS iB B 8.0 30.00 2.O 14.70 '7 3 75 .08 75 1266 belon iS iS D 8.0 30.00 2.O 14.70 .46 30 .96 .36 .96 1607 bril 20 20 B 8.0 34.00 3-50 16.40 .26 30 .80 .16 .80 1635 bunt 20 20 D B.o 34.00 3.50 16.40 57 30 '3 .46 1.03 2296 deros 24 2O B 2.OO 34.00 3-5 16.40 .26 30 '.8g .16 .80 1663 della 24 20 D 2.00 34.00 3-50 16.40 57 3 1.16 .46 1.03 2393 decort . 24 24 B 8.00 38.00 5-25 19.30 36 30 .80 .26 .89 2300 digli 24 24 D 8.00 38.00 5-25 19.30 75 3 1.16 .63 1.16 2957 etra 30 24 A 2.OO 38.00 5-25 19.30 .36 3 .88 .26 .89 2171 etros 30 24 B 2.00 38.00 5-25 19.30 36 30 1.03 .26 .89 2217 enbin 30 24 C 2.OO 38.00 5-25 19.30 75 30 1.20 .63 1.16 2717 engs 30 24 D 2.OO 38.00 5-25 19.30 75 30 i-37 .63 1.16 2811 engra 30 3 A 8. CO 48.00 8.00 23.70 32 30 .88 .22 .88 3153 eri n 30 30 B 8.00 48.00 8.00 23.70 59 3 1.03 47 1.03 3687 ernol 30 3 C 8.00 48.00 8.00 23.70 .88 30 i. 20 74 1.20 4283 ernu 30 30 D 8.00 48.00 8.00 23.70 i? 30 1-37 .01 1.37 4941 igar 36 3 A o.oo 48.00 8.00 23.70 32 30 99 .22 .88 3343 icell 36 30 B o.oo 48.00 8.00 23.70 59 3 I-I5 47 1.03 374 icet 30 C o.oo 48.00 8.00 23.70 .88 30 1.36 74 1.20 4486 illus 36 3 D o.oo 48.00 8.00 23.70 17 30 i. 5 a .01 1-37 3189 iculo 36 36 A 8.00 56.00 I.OO 28.20 50 24 99 39 99 4949 iaba 36 36 B 8.00 56.00 I.OO 28.20 79 24 'IS .66 I-I5 5^ ilia 36 36 C 8.00 56.00 1 .00 28.20 24 1.36 .g8 1.36 6804 itude 36 36 D 8.00 56.00 I.OO 28.20 .48 24 ^.S8 1.58 8082 lard 42 30 A 6.00 48.00 i B.oo 23.70 32 30 I. 10 .22 .88 3368 lake 42 B 6.00 48.00 8.00 23.70 59 30 1.28 47 1.03 3890 lamie C 6.00 48.00 8.00 23.70 .88 30 1-54 74 i .20 45+3 lante 42 3 D 6.00 48.00 8.00 23.70 17 3 1.78 .01 1-37 5241 lapel 42 36 A o.oo 56,00 I.OO 28.20 .50 24 I . IO 39 99 4904 laret 42 36 B o.oo 56.00 I.OO 28.20 79 24 1.28 .66 1.15 57^9 laron 4 2 36 C o.oo 56.00 i .00 28.20 '3 1.54 .98 1.36 6761 latest . 42 36 D 0.00 56,00 I.OO 28.20 .48 24 i. 7 a i.=a 8o2S leaba . 4 2 42 A 8.00 66.00 5.00 33- 10 72 24 I. 10 .60 I. 10 7394 learn 42 42 B S.oo 66.00 5.00 33-io 05 24 1.28 .90 1.28 8417 lien 42 42 C B.oo 66.00 S.oo 33-10 .46 24 i-54 .28 '54 10377 leat 42 42 D iS.oo 66.00 5.00 33-10 5 24 !.78 .64 !. 7 S 12072 oltoe 48 36 A 2.00 56.00 i .00 28.20 50 24 1.26 39 .99 4727 ocol *8 36 B 2.OO 56.00 I.OO 28.20 79 24 1.42 .66 1. 15 S5&4 onet & C 2.00 56.00 I.OO 28.20 24 1.71 .98 1.36 6494 obes 48 36 D 2.OO 56.00 I.OO 28.20 .48 24 i .96 31 1.58 7731 ocet 48 42 A O.OO 66.00 5.00 33-10 72 24 1.26 .00 I. 10 7345 omen 48 42 B O.OO 66.00 5.00 05 24 1.42 .90 1.28 &33& ofer 4% 42 C 0.00 66.00 5.00 33-io .46 24 1.71 .28 i-54 10249 odls 4* 42 D 0.00 66.00 5.00 33-10 &S 24 1.96 .64 1.78 11924 tigat 4* 48 A 8.00 76.00 8.00 37.60 99 24 1.26 .86 1.26 IO2OO toris 48 48- B 8.00 76.00 8.00 37.60 32 24 1.42 15 1.42 12132 tras 48 48 C 8.00 76.00 8.00 37.60 .78 24 1.71 57 1.71 14716 trud 4 4 D 8.00 76.00 8.00 37-oo 3.20 24 1.96 95 1.96 16965 L 5292 All weights are approximate. INI T !! I> S T A T i: ^ r A S T IRON I 1 I I' K AND 1- o r X I ) K Y CO M I' A N Y Standard Special Castings tor Water 'I Branches, Type 2 TABLE No. i -. Code Word, Amuv Terminal N'-minal I>;;itn . h,. P V w n r Thickness Inchett Anprnx. W.-iKlit I'tiuntls f t, It MM tore vel KM ril tart* city benin bevel bell be Ion bril bunt Jem.* delU dlcort Jilt II etr etrot enxr* erin l K .r Icell kuk> lib* tart take tapel . Uret leh lem ottoe ocol ocet tins : : tori.* 4 8 o 1 4 4 I 8 ll JO to It '4 '4 24 3" 3 30 3 3 1 4> 4J 42 4> 41 ti 2! 48 48 48 48 4 6 8 J ( 4 t 6 8 It JO ao 24 '4 M '4 30 3 JO 3 I 4 4< S 4> ti 48 D l> n n 1) B D B D B I) B I) B D B D A B A B A B A B A B A B A B A B A B A B 1.50 3-oo S-50 6.00 6.00 t-SP r s 8.00 >.oo 8-75 8-75 8.75 8.75 9-75 0-75 J.OO 7.00 "75 a. 75 9-75 75 .00 .00 75 75 .00 .00 '5 S i .00 .00 w.as *S 16.50 a6.5o 16.00 18.50 34.00 31.00 34.00 34.00 37.00 37.00 . 40.00 42.00 4J.OO 49-50 49-50 Sa.so 56.00 60.00 63.00 66.00 66.00 71.00 71.00 74.00 74.00 77.00 77.00 7-18 ,?:g U-94 16.54 18.62 18.62 15. Jo J5.JO aS.oo j8.oo 30-75 30-75 6.64 8.30 0.12 9.91 0.76 2.00 J.SO a. 50 a.iB 3-'7 3-85 4-94 4-54 .< 4-6" S.TO 5.70 6.00 6.V. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5* 55 .60 .68 75 .8a TO 9 75 t ': 1. 16 .89 t.rt .n a 1.03 99 1. 15 99 'IS .10 .28 .10 .28 .10 .28 .10 4> .6 4" .26 4' 4 67 :?3 93 84 .OO .03 *9 .11 44 .30 X 1.03 ,:a .89 :H a 1.03 99 i. IS .88 1.03 99 1.15 l.lo i.at 99 1.15 1 . 10 1.28 l.tt 1.41 103 181 91 434 3 630 5 Ilsi '737 '725 2109 Jjo 3 3087 2600 3599 3874 35 '9 4360 4338 44 >S 495' 6509 5543 6782 6446 7895 759' 9163 7850 9500 qll6 0887 J'l^lff "554 Y Branches. Type j, for heavier pressure. All weights are approximate. S C and D to special design, but with same laying di UNI TED STATES CAST IRON PIPE AND FOUNDRY COMPANY r N oi f Standard Special Castings for Water _j ^^ 1 9 j V - 1+- 1 - Standard Blow-off Branches m , 3 i w U-J] TABLE No. 18. Code Stem, Anap ^^ 7 Code Terminal Nominal Diameter Inches Class l P Thickness Inches Approx. Weight Pounds Code Terminal Nominal Diameter Inches Class l P Thickness Inches Approx. Weight e f t, t. e f ti t. anha . S 4 D 12 7 .60 .52 227 elazo . 36 12 A 13 23 99 75 1702 afft . IO 4 D 12 S .68 .52 286 estro . 36 12 B 13 23 I.I5 75 1972 anion . IO 6 D 12 8 .68 .55 300 esta . 3 6 12 C 13 23 1.36 .75 2285 aclie . 12 4 D 12 10 75 52 365 erate . 36 12 D 13 23 1.58 75 2627 am us . 12 6 D 12 10 .75 55 379 ire in . 42 12 A 15 26 I. IO 75 2432 abunt . 14 4 B 12 ii .66 52 400 icar 42 12 B 15 26 1.28 75 2728 andum 14 4 D 12 ir .82 52 471 ieben . 42 12 C 15 26 1-54 75 3271 atur . 14 6 B 12 ii .66 .55 itio . 42 12 D 15 26 1.78 75 3768 avero . 14 6 D 12 ii .82 55 486 ibus . 42 16 A 15 26 t.IO 7 2489 arage . 16 4 B 12 12 70 52 497 icant . 42 16 B 15 26 1.28 .70 2786 agero . 16 4 D 12 12 .89 52 597 idity . 42 16 C 15 26 1-54 .89 3365 avate . 16 6 B 12 12 .70 .55 513 itivo . 42 16 D 15 26 1.78 .89 3862 acibus. 16 6 D 12 12 .89 55 613 libe . 48 12 A 17 3 1.26 75 3274 bero . 18 4 B 12 13 .75 52 586 lean 48 . 12 B 17 3 1.42 75 3699 bias . 18 4 D 12 13 .96 52 704 low 48 12 C 17 3 1.71 75 4417 hiam . 18 6 B 12 13 75 .55 603 loto . 48 12 D 17 30 i .96 75 5107 biolan . 18 6 D 12 13 .96 55 720 nary . 48 16 A 17 30 1.26 70 3337 belrod . 20 4 B 12 14 .80 52 687 nois . 48 16 B 30 1.42 70 3762 benk . 20 4 D 12 M r .03 -52 850 nuse . 48 16 C 17 3 1.71 .89 4523 beure . 2O 6 B 12 14 .80 55 70S nade . 48 16 D 17 30 1.96 .89 5214 berd . 2O 6 D 12 14 1.03 55 867 same . 54 12 A 19 33 1-35 75 4287 back . 24 6 B 12 16 .89 55 916 sand . 54 12 B 33 1.55 75 4945 biolus . 24 6 D 12 16 1.16 55 "49 sone . 54 12 C ig 33 1.90 75 bais 24 S B 12 16 .89 .60 935 sica 54 12 D 19 33 2.23 75 7002 berto . 24 8 D 12 16 1. 16 .60 1170 small . 54 16 A 19 33 1-35 .70 4355 dage . 30 8 A 13 20 .88 .60 1269 solie . 54 16 B 19 33 1-55 .70 5013 dame . 30 8 B 13 20 1.03 .60 1382 skins . 54 16 C 19 33 i .90 .89 6096 daria . 30 8 C 13 2O 1.20 .60 1616 sify . 54 16 D 19 33 2.23 89 7126 dast . 30 8 D 13 20 1-37 .60 1867 ulode . 60 12 A 21 36 1-39 75 5263 deur . 3 12 A 13 2O .88 75 1315 ufre 60 12 B 21 36 1.67 75 6159 dra 3 12 B 13 20 1.03 -75 1426 ufon . 60 12 C 21 36 2.OO 75 7418 dalt 30 12 C 13 2O 1.20 75 1658 udrey . 60 12 D 21 36 2.38 75 8798 dade . 3 12 D 13 20 1-37 .75 1913 udha . 60 16 A 21 36 1-39 .70 5336 erfen . 36 8 A 13 23 99 .60 1653 ugruf . 60 16 B 21 36 1.67 70 6233 erish . 36 8 B 13 23 1. 15 .60 1922 ukel . 60 16 C 21 36 2.OO .89 7542 eone . 36 8 C 13 23 1.36 .60 2234 ulette . 60 16 D 21 36 2.38 89 8927 emaro . 36 8 D 13 23 1.58 .60 2576 All weights are approximate. L iroo 66 U X I S T A T E S CAST I RO N P I P K A X D F O U N D RY COMPANY d* 5K&V *1 L ^r Standard Special Castings for Water O,Y YV V'.o\ _- MB- \s Standard Blow-off Branches with Manhole 1*3^-7^ f-f i- TABI.K No. 19. Code Stem, Anef | | 1 *- H ^ V ^^ ' ..de St.-m. Anlt % / sJ . Terminal Kan Inclu 1 i T P n I nclies i / 'xj: Terminal Komi Diiim. Indies M i p n Thickness Inches ] 4 e 1 t, t, If e t, t, 3 j6 .00 75 75 7461 in- . . . 2 n 17 Xi 7 78 .75 4>09 udrey .... 60 D 36 38 75 8810 Ik IIH 1 > A 17 16 7 .10 .70 1783 u dha Io A J6 39 To 54 '9 leant . . . Idlty 2 2 K $ C 17 17 jf, 7 .* .70 54 -So 3090 uirraf .... ukel to 16 B C 3 .67 To 8g . Mil. . . 4* <> D 17 J6 7 78 .89 4JOJ ulettc . 60 D 3 36 38 89 L Una Standard Manhole Pipe ^rtJS>. I \BLE No. 20. Code Stem, Anov B ^jaaj,^ Code \ Ei } ^ * Coda . X : = i * r| ** hS asl 1 3z Terminal .: 1 = * n t Ti rminnl . ** \i ' 5 n t 'si ai / ^-=**~ \ ends jo A i .83 536 ostet . 48 A 30 .16 3'94 f ct \ eola JO B i .03 1711 ovlsi 48 B 30 4* j6io I 1 eram 30 C i .20 '973 plro 48 C JO 71 4191 - f - ^ ..L etori JO D i 37 JJ45 1 [en . 48 D JO 9* --.+-- < \ 1 gramo* a,aioo A B 4 4 -99 15 '953 ster . . stlen . 54 54 A B 33 33 35 55 4006 V y fnter 3ft 3ft C D N 4 i J14 JOI2 sier . slna 54 54 D 33 33 5578 65JJ - w ^V^ ^ **7 ^ Icoka lch 4J 4' A B 7 7 .10 '535 J69 ulstl . uda- 60 60 A B 36 :i 4750 5606 ( kem 4J C 54 3445 U tor 60 C 3* .00 6710 :idard Manhole Pipe kunfer i I) 7 78 397' urlst . 60 D 36 7959 Approximate Weight ,,f Cap, joo Pound- L I IO(J Cinle Stem. Anil 1= 7 inc hes an jo inchcH to 48 inches ; 19 inches on 54 inches: n inches on 60 inches diamviiT. All weights are approximate. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water Standard Reducers and Increasers, Type No. i TABLE No. 21 Type No. i Code Stems over Weight Columns Weights Pounds Code Stems Code Inches Inches A pas Apet End End t, t. Bell Bell aras 6 4 3.30 14.70 3 55 52 99 88 anha . . 8 4 5.30 12.70 4 .60 52 'SI 108 atico . 8 6 3-9 14.10 4 .60 55 149 138 afft 10 4 7.10 10.90 5 .68 .52 164 132 anion . 10 6 6.00 12.00 5 .68 55 181 1 60 anis 10 8 4.40 13.60 5 .68 .60 205 195 amus . 12 6 7.90 10. IO 6 75 .55 225 191 atuni . 12 8 6.60 11.40 6 75 .60 246 224 acho . 12 10 4.80 13.20 6 75 .68 271 260 Class D. 6x 4 inches to 12 x 10 inches. On all sizes 11 2 inches. On all sizes 1=30 inches and s=io inches. Standard Reducers and Increasers, Type No. 2 Is 6x4 inches to 60 x 54 inches TABLE No. 22 Code Stems over Weight Columns Weights, Pounds Code Stems Nominal Diameter Code Inches Inches Apob A sat Aslb Terminal V Class e f t, t. Spigot Ends Large End Bell Small End Hell aras .... 6 4 18 55 52 D 82 104 97 anha .... 8 4 18 .60 52 D 104 132 119 atico .... 8 6 18 .60 55 D 121 150 143 afft .... 10 4 18 .68 52 D '3' 162 146 zillion .... 10 6 18 .68 55 D 150 i So 169 anis .... IO 8 18 .68 .60 D 170 . 201 198 aclie .... 12 4 18 .75 52 D 163 2OI 179 amus . . 12 6 18 75 55 D 181 218 202 at u m .... 12 8 IS 75 .60 D 202 240 231 acho .... 12 10 18 .75 .68 D 229 267 26l atur .... 14 6 20 .66 55 B 194 249 216 avero .... 14 6 2O .82 55 D 234 288 256 arizo .... 14 8 20 .66 .60 B 220 275 248 averl .... 14 8 20 .82 .60 D 26o 314 288 All weights are approximate. On all sizes s=8 inches. L 1102 68 NITBD STATES CAST IRON I' I 1' K A N 7 I) FOUNDRY COMPANY Standard Special Castings tor Water 'uiard Reducers and Increasers, Typo No. 2 TABLE No. 22 Continued ight (.'"lupins Weights, Pound* Code Sterna Xominul Hi. Thick In. Im-hrs I la^s Apob AMI Alb MI nut V e f ti t t Spiral Bndl l-atxr Knd Bell Small Kml Ifc-ll arate .... M lii 2O M .68 B 250 305 279 atorem M 10 20 .82 .68 D 290 344 320 anos .... 14 12 2O .66 .75 B 284 339 321 akor .... U 12 20 .82 75 D 324 378 avate .... 16 70 55 B 226 300 2 4 8 acibus .... 16 6 2O .89 55 D 278 355 300 alite . . 16 S 20 70 .60 B 252 326 280 atlma . rt 8 20 .89 .60 D 304 381 332 andos .... U, 10 20 70 .68 B 282 356 312 barla ... 16 10 20 .89 .68 D 334 410 364 barot .... K. 12 75 B 37 391 353 basan .... 16 12 2O .89 75 D 368 445 405 basse .... 16 14 2O 70 .66 B 3'5 389 370 bara .... l 14 20 .89 .82 1) 407 484 461 blate 18 8 20 .7! .60 B 287 374 315 biune .... 18 8 2O .96 .60 D 345 438 373 banea .... 18 IO Ki 75 .68 B 37 404 347 bolla ... i- 10 20 .96 .68 D 375 468 405 brona ... 18 12 2O 75 75 B 352 438 388 be K l . . 18 12 20 96 75 D 410 502 446 belau 18 14 20 75 .66 B 350 437 406 belas .... It 14 20 .96 .82 D 448 541 502 belue .... 18 16 20 75 .70 B 383 469 457 balk ... 18 16 20 .96 ?9 D 492 585 569 binal 20 10 2f> .68 B 4>4 516 445 bin) . . 20 10 26 1.03 .68 I) 499 615 529 bio ... . 20 12 26 .80 - B 455 556 491 biros 1 20 12 26 1.03 75 D 539 656 576 brlto .... 20 14 26 .80 .66 B 453 554 508 brom .... 4 26 1.03 .82 D 583 700 638 buron 20 16 26 .80 .70 B 490 592 564 borol .... 20 16 26 1.03 -89 D 635 751 711 bucu .... 2O 18 2f> .80 75 B S3' 633 617 bonne ... 20 18 26 1.03 .06 D 683 - 776 cape .... 24 14 26 .89 .66 B 552 680 607 cltt .... 24 4 26 1.16 .82 D 710 866 764 clre .... 24 16 26 .89 70 B 589 717 >3 dea . . 24 16 26 1.16 .89 D 762 9'7 838 del 24 18 .89 75 B 630 758 77 deral 24 IB 26 1.16 .96 D 810 965 901 deros 24 20 26 .89 .80 B 675 803 776 della .... 24 2O 26 I.I6 1.03 D 871- 1027 987 derlnjt .... 30 18 26 .88 75 A 710 903 796 dellos .... 30 18 26 1.03 75 B 791 969 878 ebam .... 30 18 26 1.20 .96 C 956 ii'.'. 1048 entlb .... 30 18 26 '-37 .96 D 1054 1305 1146 entis . . .. 30 30 26 .8? .80 A 754 947 All wt-ights art- approximate. On all Mr.es s=8 inches. See cut on preceding paiec. I. ttoj UNITED STATE S CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water Sfa indard Reducers and Increasers, Type No. 2 > I ct r V \ l^~ V 9 % * --C; Long Increaser. 48 to 30 inches x 132 inches v TABLE No. 22 Continued Code Stems over Weight Columns Weights, Pounds Nominal Diameter Inches Code Stems Thickness Code Inches Apob A sat Asib Terminal V Class Spigot Large Small e f t, t, Ends End Bell End Bell eola .... 30 2O 26 1.03 .So B 836 1014 937 eren .... 30 20 26 1. 2O 1.03 C 1018 1227 "34 etorl .... 30 20 26 1-37 i .03 D 1115 1366 1232 engra .... 3 20 66 .88 .80 A 1468 1661 1569 erin .... 30 20 66 1.03 .80 B 1626 1804 1728 ernol .... 30 20 66 1.20 i .03 C 1981 2190 2098 ernu .... 30 20 66 1-37 1.03 D 2172 2423 2289 etra .... 30 24 26 .88 .89 A 854 1047 981 etros .... 3 24 26 1.03 .89 B 935 1113 1063 enbin .... 30 24 26 1.20 1.16 C "44 1354 1300 enge .... 30 24 26 1-37 1.16 D 1242 1493 1398 ezia .... 30 24 66 .88 .89 A 1661 1921 1869 eolum .... 30 24 66 1.03 .89 B 1820 1998 1946 emie . . . . 30 24 66 1. 20 1.16 C 2228 2438 2384 etten .... 30 24 66 1-37 1.16 D 2419 2670 2575 erolla .... 36 20 32 99 .80 A 1039 1286 1141 eriate .... 36 20 32 1. 15 .80 B 1170 1450 1272 erarla .... 36 20 32 1.36 1.03 C 1417 1739 1534 eseos .... 36 2O 32 1.58 1.03 D 1589 1951 1705 enta .... 36 2O 66 99 .80 A 1771 201 S 1872 eble .... 36 2O 66 1. 15 .80 B 1994 2274 2095 eaba .... 36 20 66 i .36 1.03 C 2416 2738 2533 emie .... 36 20 66 1.58 1.03 D 2710 3072 2827 eces 36 24 32 99 .89 A "53 1339 1280 emur .... 36 24 32 1.15 .89 B 1283 1564 1411 erno .... 36 24 32 1.36 1. 16 C 1562 1884 1718 ebat : 36 24 32 1.58 1.16 D 1734 2096 1890 eve .... 36 24 66 99 .89 A 1964 22" 2091 enui . . 36 24 66 I.I5 .89 B 2188 2468 2314 eria .... 36 24 66 1.36 1.16 C 2664 2985 2820 erey .... 36 24 66 1.58 1.16 D 2957 3319 3"3 eret . . 36 30 32 99 .88 A 1243 1490 1436 eras .... 36 3 32 I-I5 1.03 B 1467 1747 1645 eunt .... 36 30 32 1.36 1.20 C 1730 2051 1939 etc .... 36 30 32 1.58 1-37 D 2013 2375 2264 All weights are approximate. On all sizes s=8 inches. See cuts on pages 68 and 73. L noj S T A T K S CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water Standard Reducers and Increasers, Type No. 2 TABLE No. 22 Continued us Mvcr Weight ('..hiiiin-. Wright*. 1'oundK Code Stem* Nominal Dianu-tcr Thicl* In* : lnchi-> Apob AMI A.lh mat V e f t, t, Spigot Bod* Ijtrgi' Knc! 5 3106 erst .... 42 2o 66 78 1.03 1) 3369 - 3486 erve .... 42 24 32 . 10 .89 A 37<> I7'5 1504 era ... 42 24 33 .28 89 B 1527 i-- 1 Ki4 evas 42 24 32 -54 I.It C 1898 2313 2053 evez .... 42 24 32 -78 1.16 I) 2120 2590 2270 evl ... 42 24 66 i" - A 2346 2685 2472 evon 42 24 66 .28 .89 B 2603 2958 2730 evet .... 42 24 66 54 1. 16 C 3237 3652 3392 evlo .... 43 24 66 -78 I.I6 D 3616 4086 37/2 Infer . 42 30 32 . 10 .88 A 1467 1806 1660 tear .... 42 30 3 .28 1.03 B 1711 20(15 - Igadu .... 42 30 32 54 i. 20 C 2065 2480 2275 (gam .... 42 30 32 -78 1-37 L> 2399 2869 2650 igand .... 42 30 .10 .88 A 4500 2839' 2693 Ijtar 42 30 66 .28 1.03 B 2917 3271 395 Icall ... 42 30 66 54 1.20 C 3523 393S 3732 Icet . . . 42 30 66 78 <-37 L> 4"93 45'>3 4344 illus . . . 42 36 32 .10 99 A 1645 1984 1891 Iculo .... 42 36 32 .38 1.15 B 1926 2281 2207 i.il'.i .... 42 36 32 54 1.36 C 2320 2735 2(142 Itude 42 36 32 -78 1.58 D 2714 3iS4 3076 ire in . . 42 36 .10 99 A 2803 343 3050 Icar .... 42 36 66 .23 1. 15 B 3285 3 6 39 35'>5 leben .... 42 36 66 54 1.36 C 4373 4279 ilio .... 42 36 66 -78 1.58 D 4&3 < 5101 4993 idons .... 48 30 .26 .88 A 2975 1181 3168 Igra . . . . 48 . 30 66 42 1.03 B 3428 3883 3606 Ham .... 48 30 66 7 i .20 C 4092 4(141 4801 Iferos . 48 30 66 .06 '-37 I) 4762 5388 5013 Ibus . . . 48 30 132 .26 .88 A 3&3 57<>9 leant .... 48 30 132 42 1.03 B 6180 (>635 6359 Idlly .... 48 30 132 -71 1.20 C 7379 7588 Itlvo .... 48 30 132 .96 1-37 I) - 9214 8839 i - i .. ... 48 36 66 .26 99 A 3278 3684 3525 iUiiin .... 48 36 66 42 1. 11 B 379<> 4252 4077 Itant 48 36 66 .71 1.36 C 4527 507(1 4849 All wright* arc approximate. On all iie =l inches. SIT cuts fin page* 60, 70 and jj. I, n,.j UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water Standard Reducers and Increasers, Type No. 2 TABLE No. 22 Continued Code Stems over Weight Columns \\Vi>ihts, Pounds Code Stems Nominal Diameter Thickness Code Inches Inches Apob A sat Asib Terminal V Class e f t, ti Spigot Ends Large End Bell Small End Bell ilage .... 4 8 36 66 1.96 1.58 D 5300 5925 5662 icolea .... 4 8 36 132 1.26 99 A 5909 6316 6156 Mies .... 48 36 132 1.42 15 B 6844 7299 7125 ixit .... 4 8 36 132 1.71 36 C 8164 8713 8485 ivlt .... 4 8 36 132 1.96 58 D 9558 10184 9920 Iras .... 48 42 66 1 .26 .10 A 3659 4066 3998 ipse .... 4 8 42 66 1.42 .28 B 4212 4667 4564 ivos .... 43 42 66 1.71 54 C 5100 5649 5516 iven .... 4 8 42 66 1.96 .78 D 5959 6585 6429 ives .... 4 8 42 132 r.26 .10 A 6597 7003 6936 ites .... 4 8 42 132 1.42 .28 B 7594 8049 7948 isti .... 4 8 42 132 I.7I 1-54 C 9197 9746 9612 ions . . 4 8 42 132 1.96 1.78 D 10747 "373 11217 lines .... 54 36 66 1-35 99 A 3722 4228 3969 ions .... 54 36 66 1-55 1.15 B 4330 4925 4610 ione .... 54 36 66 1.90 1 .36 C 5259 5953 5580 inna .... 54 36 66 2.23 1.58 D 6181 6995 f>543 iiioni .... 54 36 132 1-35 99 A 6710 7216 6957 iniiis 54 36 132 i.5 1. 15 B 7806 8401 8087 iez .... 54 36 132 1.90 1 .36 C 9484 . 10178 9805 idao .... 54 36 132 2.23 58 D 11148 11962 11510 ical .... 54 42 66 1-35 .10 A 4103 4609 4442 ian .... 54 42 66 1.55 .28 B 4745 5340 5100 lack .... 54 42 66 1.90 54 C 5832 6526 6247 lard ,.-'' 54 42 66 2.23 78 D 6841 7655 7310 lake .... 54 42 132 1.35 .10 A 7398 7903 7737 lamie .... 54 42 132 1.55 .28 B 8556 9151 8910 lante .... 54 42 132 i .90 54 C 10517 II2II 10932 lapel 54 42 132 2.23 78 D 12338 I3I52 12807 laret . ^ . . 54 4 3 66 1-35 .26 A 4578 5083 4984 laron .... 54 48 66 '.55 .42 B 5256 5851 57" lalesi . . . . 54 48 66 1.90 7i C 6401 7095 6950 leaba .... 54 48 66 2.23 .96 D 7512 8326 8137 learn .... 54 48 132 35 .26 A 8253 8759 8660 lieu .... 54 48 132 55 .42 B 9478 10073 9933 leat .... 54 48 132 .go 1.71 C II544 12239 12093 like .... 54 48 132 23 1.96 D 13550 14364 I4I75 lean .... 60 36 66 39 99 A 4096 47" 4342 low .... 60 36 66 .67 1.15 B 4906 5576 5186 loto .... 60 36 66 2.0O 1.36 C 5867 6692 6189 leve .... 60 36 66 2.38 1.58 D 6960 7934 7322 lest .... 60 36 132 1-39 99 A 7384 7999 7631 lita .... 60 36 132 1.67 1. 15 B 8846 9516 9126 lobe .... 60 36 132 2.00 1.36 C 10581 11405 10902 nary .... 60 36 132 2.38 1.58 D 12554 13527 12916 nois .... 60 42 66 1-39 I. 10 A 4477 5092 4816 nuse .... 60 42 66 1.67 B.28 B 5321 599 1 5676 All weights are approximate. On all sizes s = S inches. See cuts on pages 68, 70 and 73. L 1102 72 \ITKIi S T A AST I R o X !' 1 1' : A XI) V ( ) 1' X 1) R Y Co M !> A X Y Standard Special Castings for Water Standard Rei .ucers and Increaser %1 >> I'vpe No. 2 Sh \/ <; ' 9 >rt Increaser. 4 to 30x66 Inc "*"X ties TABLE No. 22 Continued '.- Steins over WfiKht I'olumns Weights. 1'oumls Thickni-ss Im-hi-s Code Sterns Code In Apob AMI A fib Terminal V Class t. Spigot IMTXV Small e f t, l-.n.ls Km! H.-ll Km! H.-ll nade to 42 66 2.OO .54 C 6440 7264 6855 ii it in to 42 2.38 D 7619 - 8089 neiz ... to 42 132 1.39 . IO A 8072 8687 8411 nera .... to 42 132 .28 B 10265 9950 onbius to 42 132 2.00 54 C 11614 12030 ostet 60 42 IJi D '374;; 14716 14213 ovla ... to 48 66 I 39 .26 A 4957 5572 5363 oplro .... to 48 66 1.67 42 B 5832 6502 6287 oten to 48 66 2.00 7 I C 7006 7830 7555 orgen te 48 66 2.38 D 9259 8910 ORUC to 48 132 1-39 .26 A 8938 9552 1344 ola re to 48 132 1.67 42 B 10517 11187 10972 onnle to 48 132 2.OO 7 I C 12634 13458 Ill-Ills ... to 48 132 2. 3 8 .96 D 14943 '59'7 - olios ... to 54 66 1-39 -35 A 544 6019 uriuni ... to 54 (.6 1.67 55 B 6348 7018 6961 occla ... to 54 66 2.00 .90 C 8574 8444 oltoe ... to 54 66 2.38 23 D 9178 10152 '(<^)2 ocol to 54 132 '39 35 A 9745 10360 IO951 onet to 54 1.67 55 B 11462 12132 12075 obes .... to 54 '32 2.00 .90 C '3979 14803 14673 ocet to 54 132 2. 3 8 2.23 I) 16557 1753 1737' All weights are approximate. On nil sizes s. 9 inches. See cut* on pages WJ and 70. I, noa 73 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water Standard Sleeves n^ c a For dimensions a and b see Table Xo. i TABLE No. 23. Code Word, Asoc Code Terminal Nom'l Diam. Inches Class D L T s Pounds 1 Code Terminal Nom'l Diam. Inches Class D L T i it 5 til ame . . . 4 D 5.80 IO .65 47 icell . 36 B 39-40 15 1.40 943 and! . . . 4 D 5.80 15 .65 61 icet . . . 36 C 39.80 15 I .60 1077 atore . . 6 D 7.90 10 70 68 illus . . . 36 D 40.20 15 I. So 1217 acet . . . 6 D 7.90 15 .70 87 iculo . . . 36 A 39-00 24 1.25 1202 avel . . . 8 D IO.IO 12 75 104 iaba . . . 36 B 39-40 24 i .40 1362 ani .... 8 D 10. 10 15 75 119 ilia. . . 36 C 39-8o 24 i. 60 1563 area . . . 10 D 12.20 12 .So 123 itude. . . 36 D 40.20 24 i. So 1772 agus . . 10 D 12.20 18 .80 176 lapel . . . 42 A 45-30 15 1.40 1097 arie . . . 12 D >4-30 14 .85 174 laret . . 42 B 45.6o 15 1.50 1184 asis . . . 12 D 14.30 18 .85 223 laroi . . . 42 C 46.20 15 1-75 1381 anos . . . U B 16.20 15 .85 220 latesi 42 D 46.70 15 i-95 I56l abor . . . 14 B 1 6. 20 IS .85 249 leaba. . . 42 A 45.30 24 1.40 1577 abaris . . 14 D 16.50 15 .90 24O learn . . . 42 B 45-6o 24 1-50 I7O2 acity . . . 14 D 16.50 iS .90 280 lien . . . 42 C 46.20 24 1-75 '997 basse . . 16 B 18.50 15 .90 274 leat . . . 42 D 46.70 24 1.95 2262 bara . . . 16 B 18.50 24 .90 391 ocet . . . 48 A 51 60 15 1.50 1337 beran . . 16 D 18.90 15 1. 00 305 omen . . 48 B 51.90 15 1-65 1481 berel. . . 16 D 18.90 24 I.OO 443 ofer . . . 48 C 52.50 15 1-95 1752 beige. . . 18 B 20.60 15 95 321 odis . . . 48 D 53-10 15 2.20 1986 balk . . . 18 B 20.60 24 95 462 tigab. . . 48 A 51.60 24 1.50 1922 bell . . . 18 D 2t .00 15 1.05 360 toris . . . 48 B 51.90 24 1.6 5 2129 belon . . IS D 2I.OO 24 1.05 518 tras . . . 48 C 52.50 24 1-95 2532 bucu . . . 20 B 22.70 15 i .00 374 trud . . . 48 D 53-10 24 2. 2O 2879 bonne . . 20 B 22. 70 24 i .00 532 same . . 54 A 57.70 15 I. 60 1612 bril . . . 20 D 23. 10 15 1.15 440 sand . . . 54 B 58.20 15 I. So 1835 bunt . . . 20 D 23. 10 24 1.15 625 sone . . . 54 C 58.90 15 2.15 2156 deros . . 24 B 26.90 15 1.05 477 sica . . . 54 D 59-50 15 2-45 2450 detta . . 24 B 26.90 24 1.05 680 sman . . 54 A 57-70 24 i. 60 2316 dicort . . 24 D 27.40 15 1.25 583 solie . . . 54 B 58.20 24 1.80 2634 diget. . . 24 D 27.40 24 1-25 821 skins . . 54 C 58.90 24 2.15 3126 etra . . . 30 A 32.80 15 1.15 648 sify . . . 54 D 59-50 24 2.45 3571 etros . . 30 B 33.10 15 652 ulode . . 60 A 63.90 15 1.70 1906 enbin . . 30 C 33.50 15 1.32 760 ufre . . . 60 B 64.50 15 1.90 2127 engo . . . 30 D 33.80 15 1.50 876 lllotl . . . 60 C 65.30 15 2.25 2491 engra . . 30 A 32.80 24 1. 15 943 udrey . . 60 D 65.90 15 2.60 2895 erin . . . 30 B 33-10 24 1.15 949 udha . . . 60 A 63.90 24 1.70 2731 ernol . . . 30 C 33-50 24 1.32 1088 ugrui . . 60 B 64.50 24 i .90 3058 ernu . . . 30 D 33.80 24 1.50 1262 ukel . . . 60 C 65.30 24 2.25 3601 igar . . . 36 A 39.00 15 1.25 833 ulette . . 60 D 65.90 24 2.60 4231 All weights are approximate. 1> 53*4 74 r N i T K 1 1 s T A T K s CAST IRON PIPE AND FOUNDRY c o M p A N Y Standard Special Castings for Water Standard Caps TABLE No. 24. Code Word, Asud . A anil H CUM on only \vht-n - Terminal Nominal I Ham In* ' " 1 t m k r Approx. Pounds ame D .60 tore 6 D * 7.80 6< vel 8 D .OO IO.OO "5 75 KQ area 10 D .OO TS 1.50 75 16.20 1? aril 11 D .OO T5 i.TS 75 18.70 104 abarli M B .00 6.10 90 1.90 75 40 city M D .00 90 1.90 75 22.40 49 bera'n bevel 16 B D .00 .00 8.40 8.80 .00 .00 2. on a.oo 75 75 27.00 27.00 3 bell 18 B .00 20.50 .00 a.oo .00 32.00 226 belon brll it D B .00 .00 ~: .00 .00 a.oo 3.00 .00 .00 32-90 18.20 242 brlnt dkort 14 D B .00 .00 1 : S 2-50 .00 05 3.00 3-50 .00 .00 18.20 13-50 308 391 dlgel engra 14 30 D A .00 .50 .11-74 a. 50 2.62 05 IS 3-50 3-50 .00 23-5 34 80 i erln 30 B -50 33-00 2.62 3-5 506 erol C So 33-40 2.62 >5 3-50 647 ernu 30 D 2.62 IS 3-50 14.80 704 leu l<> yb A 50 38-06 3.12 as 4-00 44.00 8,, laba 3* B 50 39-30 30 3-95 . S 44.00 Ilia Itude D -SO So 39-70 40.16 3.12 3-ia 35 40 3-90 3-85 5 5 44.00 44.00 leaba 41 A . .00 45.20 3-37 40 4-00 .40 63.50 1300 learn 42 B .00 45-50 3-37 $o 40 63.50 ,388 Hen 4 C .00 46.10 3-37 .60 3.80 40 63.50 >539 leat tlgab torli 4" * ' D A B .00 .00 .00 46.58 Si-jo 51.80 3^62 TO TO 90 3.70 4.00 3.80 4 5 63.50 76.50 1679 1943 ir.i- 48 C .00 51.40 .00 3-7 SO 76.50 1144 trod tame 48 54 D A .00 .50 51.08 57-66 jiS 3-87 . to 3.60 4-50 50 50 76.50 82.00 2341 2329 Mnd 54 B .50 58.10 3-87 .00 4-40 SO 82.00 25'9 tine 54 C 50 58.80 3-87 .10 4-30 SO 82.00 2770 (tea 54 D .50 3-87 .20 4-20 50 82.00 ulode 60 A 50 6j.8o 4.12 a.oo 4-5 50 99.00 ufre 60 B .50 64.40 4-ia a. to 4-40 So 9Q.OO , 3081 ufou 60 C -90 65.20 4.12 2. 2O 4-3 So 99.00 3388 udrey . 60 D .50 65.82 4-ia 1.30 4-1 $o 99.00 37 All weights are approximate. 1^5227 75 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Water Standard Plugs For Patent Screw Plugs, see page 119 4 to 20 inches 24 to 60 inches Bosses a and b cast on only when so ordered TABLE No. 25. Code Word, Atav Code Terminal Nominal Diam. Inches Class e f d 1 m Thickness, Inches Xumber of Ribs Approx. Weight Pounds t t, t. ame . . . 4 D 4.90 5.28 5-50 -50 .40 .20 8 atore . . 6 D 7.00 7-38 5-50 .40 .20 1 4 avel . . . 8 O 9.15 9-65 5-50 2.O !6o 40 .20 2 24 area . . . o D ii .20 II .70 6.00 2.O 70 .50 . 20 2 38 aril . . . 2 D 13-3 13.80 6.00 2.O 75 50 .20 * 2 5 abaris . . 4 B 15-30 15.80 6.00 2.O .70 50 .20 2 63 acity . . 4 D 15-65 16.15 6.00 2.O 75 50 .20 2 65 beran . . 6 B 17.40 17.00 6.50 2.0 .70 So .30 3 90 bevel . . 6 D 17.80 18.30 6.50 2.O .80 .60 3 3 96 bell . . 8 B 19-50 20.00 6.50 2.50 75 .60 3 3 in belon . . 8 D 19.92 20.42 6.50 2.50 85 .60 3 3 121 bril . . 20 B 21.60 22. IO 6.50 2-75 -85 .60 3 3 IS 1 brint . . 20 D 22.06 22.56 6.50 2.75 I.OO .60 3 3 156 dicort . . 24 B 25.92 26.30 25^68 8.0 .89 4 375 digit . . 24 D 26.44 26.82 26.20 8.0 1.16 4 472 engra . . 3 A 31-86 32.24 31.62 8.0 .88 4 481 erin . . 3 B 32.12 32.50 31.88 8.0 03 4 556 ernol . . 3 C 32.52 32.00 32.28 8.0 .20 4 641 ernu . . 3 D 32.86 33-24 32.62 8.0 37 4 . 723 iculo . . 36 A 38.08 38.46 37.84 8.0 99 4 682 labra . . 36 B 38.42 38.80 38.18 8.0 "5 4 786 Ilia 36 C 38.82 39-20 38-58 8.0 36 4 914 itiide . . 36 D 39.28 39-66 39-04 8.0 .58 4 1050 leaba . . learn . . 42 42 A B 44.3^ 44.62 44.70 45.00 44-08 44-38 9.0 9.0 .10 .28 4 4 991 1138 Hen . . . 4 2 C 45-22 45.60 44.98 9.0 -54 4 '353 leat . . . 42 D 45.70 46.08 45-46 9.0 -78 4 1551 tigab 48 A 50.62 51.00 50-38 9.0 .26 4 '349 torts . . 48 B 50.92 5!-3o 50.68 9.0 -42 4 1506 tras . . . 48 C 51-52 5 J -9o 51.28 9.0 71 4 1800 trud . . . 48 D 52. 10 52-48 51.86 9.0 .96 4 2047 same . . 54 A 56.78 57-i6 56.54 9.0 -35 4 1697 sand . . . 54 B 57-22 S7.6o 56-98 9.0 55 4 1945 sone . . . 54 C 57-92 58.30 57-68 9.0 .90 4 2356 sica . . . 54 D 58.52 58.90 58.28 9-o 2 3 4 2733 ulode . . 60 A 62.92 63.30 ,-.'..- 9.0 39 4 2045 ufre . . . 60 B 63-52 63.90 63.28 9.0 -67 4 2434 ufou . . . 60 C 64.32 64.70 64.08 9.0 .00 4 2904 iidrey . . 60 D 64.04 65-32 64.70 9.0 38 4 3397 All weights are approximate. UNITED B T A T B 8 CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings Tutu". No?,, i. i anil i are interchangeable. The top section "I N"- I and J are for macadam Tlu- top section i.' for granite, asphalt or brick. Valve Boxes, Nos. i, i and 3. TABLE No. 2 Approx. \\YigtUs 1'oiinils Terminal Valve Hox A B C I) K Top l.i.l T..l- (,..!. Code AM Avo< Avur nl I 18.50 18.00 34.00 4-75 9.50 '44 3* ctl 1 5.00 8.00 6 JJ 41 MM 48.00 4-71 9-SO 5 14 75 Manhole Head and Cover Philadelphia Pattern TABLE No. 28 Code Word, Bac Code Terminal B C Approx. Weight Pounds ame . . . vel . . . 5-5 n % 'i? P-55 Manhole Head and Cover New York Pattern TABLE No. 29 Code Word, Badi Code Terminal A B C Approx. \\Viltht Pounds bell it 15 38.5-. 6lo No. 4 ffl Valve Box No. 4. TABI.K No. 27. Code Word, Baba Ix-nyth Insiilc Inside '- * Code Inches Diam. Diam * Term- inal Adjust- able Case Box Bottom from Inches Inches <* M 16 to 34 6.00 8.00 110 MM 24 to 32 6.13 8.75 '30 5 48 to T t 6.11 6.13 t-Jt 8.75 bell 11 to q6 6.13 75 *** P-J Hiirl.-X No. 56. Fol. Manhole Head and Cover Philadelphia Pattern All weight* are approximate. Manhole Hi-al anil Cover New York Pattern UNITED S'TATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings, Extras Particulars and prices on application Standard Screen Pot, Complete with Copper Screen Standard Fish Traps Screen Pots of special design and si /. e s m a de ,to order. Outlets with standard flangesFlanges faced only Drilled to order Screen Pots. TABLE No. 30. Code Word, Baf Code Terminal D H Approx. Weight Pounds engra iculo 3 2 42 48 235 lieu 42 54 437 Solid STATES CAST IRON PIPE AND FOUNDRY COMPANY Stamford Condensed Special Castings tor Water ! K Bend Con ..ml ComU-nwd ,', Bend I \iu \ ;<. Code, Bis TABLE No. 36. Code, Bod TABLE No. 37. Code, Blip Code Terminal Iss ill ,, R Code Terminal 111 S o O R 5^1 Code Terminal IE| \n u R Iff! X < >- x < - /. < >- me 4 I) . 4 58 me 4 I) I.6J 4 53 me 4 11 1.63 8 tore . . 6 I) A ft ten 6 11 a. so A 81 tore . . A 1) a* So 12 81 vel area 8 1) 8 8 6 A 141 vel rca 8 10 D 3-3 4- M 8 o 13 vel . . area 8 o u D 3-3' JO "5 180 ril 12 1) g *99 ril 12 1) 5.OO 2 ril . . 3 11 5*oo 24 248 no* bor bause 4 I'. B B o O 5 no* bor 14 B D B I'to 6.63 4 4 6 3*5 305 j>i no* . . .,1-, r bMM 4 4 6 B U B I'.t,', 28 28 368 307 355 h.ir.i . . D O 498 bare 6 H A u hara 6 I) 6.62 33 4>9 beige balk iS 18 B D 2 3 'IS beige talk 18 18 B 11 7-45 7-45 8 8 5l beige h.iik a 8 B D 7-45 7-45 44' 527 bucu B 2 537 bucu JO H 8.35 ao 550 bucu JO B 8.3 S 40 555 bonne dero* . . JO 34 1) B 2 4 g bonne dero* 30 24 1) H 10.00 JO 4 755 bonne dero* 30 34 LI B 8.3S 10. OO 40 48 688 7S delta 11 6 4 delta D 10.00 4 055 delta 4 11 10,00 48 p-l Kranches TABLE No. ;,S. Code, Cab Condensed Keducern TABLE No. 39. Code, Ceg Ti-rminal Ilium. Inches 1 P i*S.S Mil ?-*-- Goto Terminal Nominal Diam. 1 Ill-Ill's 1 U V i ? illl $**. Code Terminal Nominal Iliam. Inchcn \ U V i ^ - i -'tis Mil < M e { t e f me 4 4 I) 8.5 1.50 9 ras 6 4 D T bar* 16 , D 4 **> tore . 6 6 11 II. 2.40 135 .nh 8 4 D 97 kiMi 18 1 B la 337 m\el rca . . 8 8 to D D '3-5 16.0 '75 t.2< 97 319 tko . . .MM 8 6 4 D 1) 4 1 loo '35 becl be UK 18 iS 1 1 D B la 8 374 ril 2 2 ii 18.5 <-V- 435 nion 6 D >3* betas 18 I D 8 349 b>ris city 4 4 4 4 B D 4-25 4 ' *>J 558 am. unu* S 6 D D 1 :i; beige b.lt 18 iS 1 B D 4 4 293 335 beran bevel H I) '4-7 24.7 5.00 5.00 706 849 :ilum cho . 8 10 D D a brilo . brom JO JO 1 B D la la 375 450 bell 8 8 i wJ 5-75 *99 rlzo . 8 B I "3 buron JO 16 B 8 belon 8 8 D '7.8 5-75 1009 veri 8 D I >33 borol JO 16 D S 437 bril . o JO H 3*9 1110 rate o B 109 I'IKII . ao 18 B 4 344 hunt ao 20 D 30-9 A. on '393 torem so D 7 kMM ao 18 D 4 07 dkort 24 B 34. 7.00 >5 X 7 no* 1 B >7 dre . . H 16 B 16 <37 dlgU 24 I) 7.00 1960 kor . . a D "7 de* J4 16 D 16 670 ndos i o B I 7 del . 24 18 B ta 5l birta I so D I 2IJ7 deral 24 18 D la twrot 6 1 B 109 |HW 24 JO B 8 486 basan 6 I D 8 194 delta 24 JO D 8 50) b4ue . 5 4 B 4 37 r i All weight* are approximate. 79 UNITED STATES CAST IRON PIPEAND FOUNDRY COMPANY Standard Condensed Sp ecial Castings for Water v F "hr f Q) TV1 i --[ "Hf" ij i ~ f Tees anc Crosses TABLE No. 40. Condensed Tees and Crosses Nominal Diameter Approximate Weights Pounds Nominal Diameter Approximate Weights Pounds Code Inches " Code Inches VI Terminal Tees Crosses Terminal Tees Crosses e f ^ e f Code Code Code Code Cis Cod Cis Cod ame .... 4 4 D 4 84 109 bouca 18 IO B 690 77 8 aras .... 6 4 D 6 124 152 holla .... 18 10 D H 809 897 atore .... 6 6 D 6 140 181 brona 18 12 B M 719 836 anha .... 8 4 D 8 197 225 begi . . . . 18 12 D H 838 955 atico .... 8 6 D 8 207 245 belag .... 18 14 B 14 722 842 avel . 8 8 D 8 226 283 betas .... 18 14 D 14 849 977 afft .... 10 4 D 8 248 271 beige .... 18 16 B M 754 904 anion .... TO 6 D 8 260 293 balk .... 18 16 D 14 898 1075 anis . . . . IO 8 D 8 278 335 bell .... 18 18 B 14 783 964 area .... 10 IO D 8 295 360 belon .... 18 18 D 14 933 1 145 aclie .... 12 4 D o 349 372 belrad 20 4 B M 725 754 amus .... 12 6 D 359 385 benk .... 20 4 D 14 901 93 atum .... 12 8 D o 380 435 beure .... 20 6 B '4 738 780 acho .... 12 IO D o 395 462 herd .... 2O 6 D '4 914 956 aril .... 12 12 D o 4'7 503 biene ... 20 8 B '4 761 826 abunt 14 4 B 2 392 415 bill .... 2O 8 D '4 937 1002 andunt M 4 D 2 455 480 binal . 2O IO B , 4 779 862 atur .... T 4 6 B 2 403 436 bini .... 2O IO D 14 955 1038 avero .... J 4 6 D 2 467 501 bio .... 2O 12 B 14 805 9I 4 arizo .... 14 8 B 2 418 47 biros .... 20 12 D M 981 IOOO averi .... M 8 D 2 482 534 brito .... 2O '4 B '4 813 925 arate .... 14 o B 2 43 1 496 hriini .... 2O 14 D '4 998 1124 atorem Q D 2 495 560 buron 2O 16 B 14 839 982 anos . 14 2 B 2 451 536 boroi .... 2O 16 D 14 1037 I2O2 abor .... 14 2 D 2 5 r 5 600 bucu .... 20 18 B 14 865 1034 abaris 4 B 2 460 549 bonne 2O 18 D 1070 1268 acity .... 14 4 D 2 53 625 bril .... 20 20 B 14 895 1094 arage .... 16 4 B 2 487 bunt .... 2O 2O D 14 1114 1356 agno .... 16 4 D 2 581 610 back .... 24 6 B 16 1023 1065 avate .... 16 6 B 1 2 500 542 biolus 24 6 D 16 1309 1351 acibus 16 6 D 2 594 636 buis .... 24 8 B 16 1046 IIII alite 16 8 B 2 523 588 berto .... 24 8 D 16 1332 1397 atima . . . 16 8 D 2 617 682 borne .... 2 4 o B 16 1064 1147 andos 16 IO B 2 54' 624 card .... 24 o D 16 '35 1433 barla .... 16 IO D 2 635 718 cana .... 24 2 B 16 1090 IIQ9 barot . 16 12 B 2 567 676 carlo .... 24 2 D 16 1376 1485 basan .... 16 12 D 2 661 770 cape .... 24 4 B 16 1097 1212 basse .... bara .... 16 16 '4 14 B D 2 2 576 678 694 804 cift .... cire .... 24 2 4 D B 16 16 1395 1124 1521 1267 beran .... 16 16 B 2 601 744 dea . . . . 24 6 D 16 1432 1597 bevel . 16 16 D 2 717 886 del .... 24 8 B 16 1150 1319 bero . 18 4 B 4 631 660 deral .... 2 4 8 D 16 1465 1663 bias .... 18 4 D 4 75 779 deros .... 24 o B 16 1180 1379 biam . 18 6 B 4 646 690 delta .... 24 o D 16 '59 1751 biolan 18 6 D 4 70S 809 dicort 24 4 B 16 1237 1489 biate .... 18 8 B 4 67? 740 digli .... 24 4 D 16 1591 1914 bione .... 18 8 D 4 790 859 All weights are approximate. P 100 So I' N I T K 1) S T A I I > CAST I K <) N 1' I I 1 K A N 1) ROUND K Y CO M I' A N Y Smokf Kll:. Standard Special Castings, Kxrras Smoke Flues. Coal Chutes TABLE No. 41. Smoke Flues 'de Woril. Cum T>-|x- i, Cixli- Word, Dab Code Terminal Nominal I>i.. Im-ln-s bucu 2O deros 24 etra 30 Igar 36 lapel . 42 ocet 48 same 54 ulode 60 Smoke Fines are made up with hase tees an. I It ,1 S pi|K-. The hand-hole on Typ mdard tees, (JO. 14 For weights of )>ns<- ' ill No. 15. For weights of straight pip-- Cap for Coal Chute I * T jyXfa Smoke l-'lin-. T\ Coal Chutes Code Word, Det TABLE No. 42 Caps for Coal Chutes Code Word, Dir Nominal Approx Terminal Uiameter A II K t Wfijrin ln.-he> Pounds bucu . . . 20 21.48 21.72 4.00 75 121 deros . . . 24 25.68 25-02 4.00 -75 162 etra .... 30 31.62 31.86 4.50 .88 277 l K ar .... 36 37.84 - 4.50 .88 375 lapel . . . 42 44.08 44.32 5.00 I.OO 567 ocet .... 48 50 . 62 5.00 I.OO 716 same . . . 54 56.54 56.78 5-50 I.OO ulode to 62.68 62.Q2 5-50 I.OO 1055 Coal Chute Code \V..rd. Del Col chutcaarc made up with ', curves and B. ft S. pipe. For ' curve* see Table No. 10. K. ft S. pipe see Table X... >. Caps are made with checkered surface or recessed for cement or asphalt. I. -5131 Si UNITED STATES CAST IR ON PIPE AND FOUNDRY COMPANY Standard Flanged Pipe for Water iff 11 ii j) 1 TABLE No. 43 Class A Class B 3 r. Z V. loo Foot Head, 43 Pounds Pressure 200 Foot Head, 86 Pounds Pressure oa S| O a Code Word, Doc Code Word, Dul Code S)9 o c *o Term'l P y Itf OJ ' t. !j= M .S e ll J8 -i a 8 Weight, Pounds per 2 A ,| Weight, Pounds per " a-" sl| 3 * 5 Z ^ c c Foot Length Single Flange C O y SCQ C a h |1 |sj 'Foot Length Single Flange ~~^ rt;fl c 3 " ||| o^ ffi ' aca . . 3 7-50 6.00 4 39 13.0 168.0 5.8 ., i .0 -42 14.6 188.0 6.3 V, I .2 ame 4 9.00 7-50 4 .42 18.0 234.0 9.0 2.O 45 20. i 259-0 9.1 2.O atore . 6 ii .00 9.50 8 44 27.9 3 S8.o ii. 8 % 4-o .48 31-1 398.0 12.3 %& 4.0 avel 8 13-50 n-75 8 .46 38.7 498.0 16.9 4-o 42.7 549-0 18.2 H 4.0 area 10 16.00 14-25 12 50 51-9 671 .0 23-9 y IO.O 57 58.8 759-0 26.6 y t IO.O aril . . 12 19.00 17.00 12 54 67.0 876.0 35-8 y\ IO.O .62 76.4 998.0 40.4 % IO.O abaris . beran . H 16 21.00 23-50 i8.75 21.25 12 16 57 .60 82.3 98.8 1070.0 1290.0 41.4 52.5 A 15.0 21-5 .66 .70 94-7 114.6 1231 .0 1495-0 47-3 60. i 1 16.0 22. bell bril . . dicort 18 20 24 25.00 27-50 32.OO 22.75 25-00 29.50 16 20 20 .64 .67 .76 118.3 137-4 186.5 1528.0 1783.0 2424.0 3:1 92.9 i i i 30.0 37-o 40.0 75 .80 .89 137-8 163. i 217.3 1779-0 2114.0 2821 .0 62.5 78.7 106.8 i i 32.O 4O.O 42.O engra . 30 38.75 36.00 28 .88 266.1 3486.0 146.1 1/8 87.0 1.03 3.2.6 4077.0 162.9 l'/8 QI .O Iculo . 3* 45-75 42.75 32 99 358-7 4733-0 214.6 M IOO.O I.I5 4.8.7 5497-0 236.6 1% 104.0 Ista . . lien . . 40 42 50-75 52.75 47-50 49-50 32 36 i. 06 I . IO 427.2 4 6 4 .6 5684.0 6178.0 279.1 301.3 *x 119.0 137-0 1.23 1.28 497.0 542.2 6586.0 7178.0 311.2 335-9 $ 125.0 143.0 tras 48 59-50 56.00 44 1.26 608.0 8112. o 408.1 1* 231.0 1.42 687.2 9132.0 442.9 240.0 Class C Class D 300 Foot Head , 130 Pounds Pressure 400 Foot Head, 173 Pounds Pressure Code Word, Ebal Code Word, Ebem aca . . 3 7-5o 6.00 4 45 15-5 199.0 6.6 5, 2.O .48 16.4 211 .O 7-1 K 2.O ame atore . avel 4 6 8 9.00 II. OO "3-50 7-5 9-50 H'75 4 8 8 .48 '1,6 21.3 32.9 48.0 275.0 421 .0 614.0 9-7 12.8 19.0 1 3-o 6-5 6-5 52 55 .60 22.8 35-3 51-2 295.0 451-0 654.0 10.4 13-7 20. i M 3-5 6-5 6-5 area 10 16.00 14-25 12 .62 65.5 840.0 27-3 H 16.0 .68 71.4 916.0 29.6 7 /t 16.0 abaris . beran . 12 H 16 19.00 21.00 23.50 17.00 18.75 21 .25 12 12 16 .68 74 .80 85.4 108.1 133-3 1109.0 1397-0 1727.0 42.0 49.6 i i 16.0 24.0 33-o 75 .82 .89 93-7 119.2 147-5 1216.0 1539-0 1910.0 45.6 54-5 70.2 I I 16.0 24.0 33-o bell . bril . . dicort . 18 20 24 25.00 27.50 32.OO 22.75 25.00 29.50 16 20 20 .87 92 .04 162.4 190.6 257.6 2083,0 2454.0 3321.0 66.9 83-3 114.7 ii 49-o 62.0 75-0 .96 1.03 1.16 178.4 212.3 286.0 2287.0 2731.0 3686.0 73-4 92.1 126.9 1/8 .& 50.0 63.0 78.0 engra . 30 38.75 36.00 28 .20 366.9 4759-0 178.1 tH 144.0 1-37 421.2 5436.0 191.0 itt 150.0 Iculo . 36 45-75 42-75 32 36 497-7 6500.0 263.8 itt 171.0 1.58 581.9 7555-0 286.0 iM 181.0 lien . . 40 42 50-75 52.75 47-50 49-50 ' 36 .48 54 601.6 657-4 7921.0 8635.0 350.7 373-0 lit 219.0 251.0 1.72 1.78 703-4 764.1 9203.0 9973-0 389.0 402.0 $ 231 .0 264.0 48 59-50 56.00 44 71 832-7 10979.0 493-4 i!4 312.0 1.96 960.8 12578.0 524-3 '* 334-0 NOTE Thickness of flange equals approximately 1% times thickness of pipe plus y, inch. Pipe made in 12 foot lengths and faced ,' inch short for gaskets. All dimensions in inches. Above are neat finished weights. Allowance must be made for variation and finish. All weights are approximate. 82 : T F. I ) S T A T 1 . S CAST RON PIPE AND F O 1' N D R Y CO M P A N Y Standard Flanged Pipes Short Lengths for Water F ~* f > _ ^__ f ^_ _ r f" 1 TABLE No. 4, Thicknrss. In. Weights, Pound* I H * Thickness. In. ts. I'ouni!* c .= C Class C na-s OfJM Code Terminal i c A R c " Code Terminal S S f A B C II B s. j A B C D || Ciu n 3* V. A B C D a - a 12 -HJ 11 If Cm andi 4 42 45 48 52 27 28 29 3" ece* . . 14 6 57 .66 74 .82 "j Mi '54 170 cet . . 4 12 42 45 48 52 36 38 4! 43 emur '4 12 57 .66 74 .82 i6 5 189 208 nl 4 18 45 52 45 48 5 3 emo . . '4 18 57 .66 74 .82 ao6 202 289 KU* 4 24 42 45 .46 52 54 58 63 66 chat '4 57 .66 74 .82 247 284 ctl 4 30 42 45 48 52 68 73 77 eor . . >4 30 57 .66 74 .82 288 33' 3T 408 MlS 4 36 42 45 48 .52 72 78 8< 89 ennl '4 36 57 .66 74 .82 3*9 "378 3*4 467 MM 4 42 45 48 52 98 112 eri . . '4 48 57 .66 74 .82 4" 473 ss ance . . *tl 4 60 42 45 .48 .0 52 108 118 118 3 '34 erz . . erct '4 57 .66 .66 74 .82 82 493 S7 640 7*8 706 ca 6 44 4! 4 55 '38 1 JO 40 140 42 '57 44 '4 16 6 57 .60 .70 74 .go 89 576 'S3 "77 74 '95 "4 me . 12 44 .48 S 55 55 59 runt 16 12 .60 70 .go 89 04 '35 261 288 ll/o 6 tg 44 48 55 75 So etc 16 18 .60 70 .So 89 '54 292 328 361 ara-i 6 '4 44 48 5 55 79 86 9' 103 e*se 16 24 .60 70 .80 89 JOJ 349 394 435 tore . . 6 44 .48 55 03 log 16 30 .60 .70 .80 .89 353 47 461 509 anha 6 44 5 55 107 "7 "24 ero 16 .60 .70 .80 .89 402 44 528 582 avel nl* area . . amu* turn 6 6 8 48 60 12 44 44 .48 48 48 5' 5' 5 5 56 55 55 .60 .60 i ,i 148 '79 210 7. '57 86 168 9' ere evlo evet evon evl 16 16 18 18 48 60 72 ft 12 .60 .60 .60 '4 .70 TO TO 75 75 .80 .go .So 87 89 3 .96 97 1 579 807 '9 661 T94 927 215 I 30 877 i".S cho 8 18 .46 5' .56 .60 9 too I 10 "7 evez 18 18 4 75 .87 .96 87 332 378 4'5 ril tur no* bor 8 8 8 8 24 5 48 .46 .46 5' 5' 5' =,' .60 .60 .60 .60 it i '30 ' 1 - 207 '.14 'S 8 182 2J" tf 194 245 ev . . ev . . erve . . erst . . It 18 ,8 18 24 JO 36 48 64 04 75 75 75 TS .87 ! 7 .87 87 * .96 .96 346 405 45 401 470 539 677 459 S40 621 784 503 582 682 850 tno 8 60 5' S* .60 249 278 296 erre . . 18 60 4 7S .87 .96 701 8'S 94 tan 8 T 5' .60 266 347 eper . It 72 .64 87 819 95' 1108 1217 NT.. . . So 57 .68 74 83 87 95 eppe ao .67 .80 9* .03 aoa 238 261 200 bla> to 12 So 57 .68 I 12 120 '3' enno . . ao '2 .67 .So .92 271 1S7 396 biam 10 18 57 .62 .68 126 '52 '67 e*en . . ao 18 .67 .So 9* 03 340 402 452 503 a bell to to to 24 Jf> 50 50 So 57 57 57 .62 .68 .68 .68 178 201 'i 2|9 '5' 238 '74 emen evv . . Ion* ao 20 ao 4 JO J .67 67 .So .So .So 9* 9 .03 .03 03 409 477 546 484 5S 47 548 3 609 7'5 821 benk herd . . to to 48 60 5 50 57 57 .62 .62 .68 .68 jo8 348 345 4'7 lone . . ao & .67 .67 .So .80 .92 .03 03 673 821 810 973 99 1119 1034 1246 bin) Mo brom bucu to 12 12 12 6 12 18 S 54 54 54 57 .62 .62 .6. .68 .68 .68 .68 75 75 75 106 '39 Il8 '57 447 169 212 488 tf 2.1' mom fez Mas kal ao 24 24 24 72 6 la 18 76 .76 76 .80 89 ^89 04 04 :?o .16 .16 958 279 .136 322 43' 1310 3S9 487 616 '459 397 brll 12 '4 54 .62 '.68 75 206 2SS 278 tan 24 24 .76 89 04 .16 559 649 74S 826 buto 12 30 54 .62 68 75 39 >7' 9* 325 hM 24 jo .76 89 04 .16 659 757 874 99 cnta . . 12 J6 54 .62 .68 75 '71 310 340 37' Ivor . . 24 3 76 89 04 .16 746 876 1003 1112 ebe 12 48 54 .62 .68 75 3 42>. 465 Iven 24 48 89 04 .16 933 1083 1260 398 MM 12 54 .62 .68 75 407 462 559 Ivlt . . 24 60 TO .89 04 .16 1119 1301 1518 1684 fll 1 12 7" 54 .frt .68 75 474 539 651 Ive* . . 4 72 .76 89 .16 1306 ,5.8 '775 '970 for rtuntfe diameters, bolt circles etc. P 52 A All weight* are approximate. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Flange and Bell Pipe Short Lengths b S < \ si W 1 1 TABLE No. 45 yi - I Ifl Thickness, In. Weights, Pounds 00 .d VI Thickness, In. Weights, Pounds c "o Class Class c C Class Class Code E D Code E Terminal A B C Terminal d ""* A B C D 3 "a 1 A B C D 3 .C M C A B C D o a, 0) C QJ Q, yS "g D qo aj C a) ^ D /, iJ T3 O O a) o-o Q-& o S "o S 13 o S o-a ll Z 001 OlU UIU Z uw om UB Oli and) . . 4 6 .42 45 .48 52 36 39 42 45 eces . . '4 6 57 .66 74 .82 170 182 200 2IO acet . . 4 12 .42 45 .48 52 45 49 52 5 emur . . '4 12 57 .66 74 .82 212 230 254 270 ani . . 4 18 .42 45 .48 5 2 54 59 63 61 emo . . '4 18 57 .66 74 .82 253 277 308 329 agus . . 4 24 42 45 .48 52 63 69 74 79 ebat . . '4 24 57 .66 74 .82 294 324 362 389 act! . . 4 3 .42 45 48 52 72 79 85 90 eor . . '4 3 57 .66 74 .82 335 372 416 449 asis . . 4 36 42 45 48 52 81 89 95 102 enni . '4 36 57 .66 74 .82 376 419 470 508 anes . . a nee 4 48 60 .42 45 .48 52 99 109 "7 138 125 eria . . ere/ 14 48 60 57 .66 .66 74 74 .82 .82 468 54 514 608 686 627 747 asti . . 4 4 72 .42 45 45 .48 52 '35 149 '59 I 7 eret . . I 4 4 72 57 57 .66 74 .82 622 73 794 866 aca . . 6 6 44 .48 55 55 61 62 63 eras . . 16 6 .60 7 .80 .89 216 232 259 272 ame . . 6 12 44 .48 5' 55 69 76 79 81 eunt . . 16 12 .60 7 .80 .89 265 289 325 346 alizo . . 6 18 44 .48 55 83 92 95 99 ete . . 16 18 .60 .70 .80 .89 315 346 392 aras . . 6 24 44 .48 5' 55 96 107 in 116 esse . . 16 24 .60 .70 .80 .89 364 43 458 493 ator . . 6 3 44 .48 5' 55 no 123 128 '3* \ es . . . 16 3 .60 .70 .80 .89 414 461 525 567 anha . . 6 36 44 .48 5' 55 124 138 '44 15' ero . . . 16 36 .60 .70 .80 .89 463 5i8 592 6 4I avel . 6 48 44 .48 5' 55 '52 169 '77 187 ere . . . 16 48 .60 .70 .80 .89 562 633 725 788 anis . . 6 60 44 48 5 1 55 181 200 209 22 evio . . 16 60 .60 .70 .80 .89 661 747 858 935 area . . 6 72 44 48 51 55 208 231 242 257 e et . . 16 72 .60 .70 .80 .89 758 862 991 1083 amus . . 8 6 .46 5' 56 .60 80 83 95 9 e on . . 18 6 .64 75 .87 .96 248 266 301 3'5 atum . . 8 12 .46 5' 56 .60 99 104 119 123 e i . . 18 12 .64 75 87 .96 37 335 382 404 acho . . 8 18 .46 5i 56 .60 118 126 '43 '49 e ez . . 18 18 .64 75 87 .96 366 44 463 494 aril . . 8 24 .46 5 1 56 .60 138 '47 167 '7' e as . . 18 24 .64 75 .87 .96 425 473 544 583 atur . . 8 3 .46 5 1 56 .60 '57 168 191 200 e a . . 18 30 .64 75 87 .96 485 542 626 672 amos . . 8 36 .46 5 1 56 .60 176 190 215 22 erve . . 18 36 .64 75 .87 .96 544 610 707 761 abor . . 8 48 .46 5' 56 .60 2'5 232 263 277 erst . . 18 48 .64 75 .87 .96 662 748 869 940 agno . . 8 60 .46 5' 56 .60 253 274 3" 32 erre . . r8 60 .64 75 .87 .96 780 886 1032 1118 bara . . 8 72 .46 5' 56 .60 292 3'7 359 379 eper . . 18 72 .64 75 .87 .96 898 1024 1194 1296 hero . . o 6 5 57 .62 .68 108 114 125 '3 eppe . . 20 6 67 .80 .92 .03 294 318 368 388 bias . . o 12 .50 57 .62 .68 '34 '43 158 16 enno . . 2O 12 .67 .80 .92 3 363 400 463 494 biam . . o 18 5 57 .62 .68 160 173 191 202 esen . . 2O 18 .67 .80 .92 03 43' 481 558 600 begi . . o 2 4 50 57 .62 .68 186 202 224 23 emen . . 20 24 .67 .80 .92 .03 500 563 654 706 balk . . 3 5 57 .62 .68 212 232 256 27 ewe . . 2O 3 .67 .80 92 03 569 644 749 812 bell . . o 36 5 57 .62 .68 2 3 8 26l 289 39 ions . . 20 36 .67 .80 92 03 637 726 844 919 benk . . o 48 5 57 .62 .68 290 32O 354 38 ione . . 2O .67 .80 92 3 775 889 i35 1131 herd . . o 60 5 57 .62 .68 342 379 420 452 inna . . 20 60 67 .80 .92 912 1052 1226 '343 bin! . o 72 5 57 .62 .68 394 437 485 523 inuin . . 20 72 .67 .80 92 03 1049 1215 1416 '555 bio . . . 2 6 54 .62 .68 75 140 170 '7 iez . . . 24 6 .76 .89 .04 .16 389 418 497 523 bruin . . 2 12 54 .62 .68 75 188 2'3 224 Idas . . 24 12 .76 .89 .04 .16 482 526 625 669 bucu . . 2 18 54 .62 .68 75 207 226 255 27 ical . . 24 18 .76 .89 .04 .16 575 635 754 809 bril . . 2 24 54 .62 .68 75 241 264 298 3' iam . . 24 24 .76 .89 .04 .16 668 744 883 952 Inns . . 2 30 54 .62 .68 75 274 302 34' 35 ipse . . 24 3 .76 .89 .04 .16 762 853 IOI2 i95 enta . . 2 36 54 .62 .68 75 308 341 4' ivor . . 24 36 .76 .89 .04 .16 855 971 II4I 1238 ebe . . 2 48 54 .62 .68 75 375 4'7 4*4 55 iven . . 24 48 .76 .89 .04 .16 1042 1178 1398 1524 eaba . . 2 60 54 .62 .68 75 442 493 554 599 ivit . . 24 60 .76 .89 .04 .16 1228 1396 1656 1810 emie . . 2 72 54 .62 .68 75 57 640 691 ives . . 24 72 .76 .89 .04 .16 '4'5 1613 1913 2096 See Table No. 43 for flange diameters, bolt circles, etc. P-52 All weights are approximate. 84 U N I T I CAS T IkoN I> I ! 1. ANI) FOUNDRY COMPANY Standard Flange and Spigot 1'ipc Short Lengths 1 1 1 ( TABLE No. 46 J U m 1 Thickii' Wrights, I'imniN \t IB Thickness, In. Weights. I'min.K D | a B Q Class Class Code S . U Terminal * A B inal .5 A B C D n .C i ! A B C D n J; & ', 3s 1 j A B C D !i~ TJT "S" i- ._ ->* JHJ ua iai C" acet . 4 i j 4* 45 48 5" 29 " 33 mar 14 13 57 .66 74 .83 124 'i' 158 '74 ani tut BCtl . . 4 4 4 18 '4 30 4' 45 '48 48 48 36 45 54 39 49 59 4' If emo . . ebat eor . . 14 >4 >4 ,8 4 30 57 57 57 .66 .66 .66 74 74 74 .Sa .Sa .Sa 6 5 89 3j 2ta a66 353 *' 4 36 48 69 74 79 e-nnl M 3 57 .66 T4 * 188 33' 374 4" ane* . . 4 48 45 48 8, 89 103 eria '4 48 57 .66 T4 .Sa 370 4S 48* 53' ante .XI . 4 4 T 45 48 .48 99 "7 109 '47 ercx . . era! . . >4 '4 60 57 57 .66 .66 T4 74 .Sa .Sa 452 535 615 59<> 698 ante . . allzo . . u 18 44 44 M 43 59 t? cunl te 16 16 la 18 .60 70 .So .So 89 89 >S> 3OI '75 '97 Jl8 ara* 6 '4 44 48 67 74 78 83 MM . . 16 34 .60 .70 .80 89 tag >89 33 ator anna 6 36 44 44 55 55 St 95 9 '05 95 1 1 1 lot "8 M . . . era . . 16 16 30 36 .00 .00 7 .70 .Sa .So ^ *? 347 404 4% 439 5'2 avel . . ani* 6 48 44 44 ^48 51 55 "3 '52 lit '44 '77 'i ere evto 16 16 48 60 .60 .60 70 .So .80 : 547 S'9 *33 597 73 660 807 area . . .till"! . . 8 44 48 .56 55 '79 t a 10 7 234 71 evet . . 16 18 u .60 .70 75 .80 87 .89 .96 '73 747 300 863 29 955 acho 8 18 75 Sa 9' 9 evez 18 18 .64 75 .87 .96 369 3" 34' aril . . 8 .60 94 '04 "5 eva* . . 18 24 .64 75 87 .96 291 338 atur 8 30 5* .60 "3 135 '39 14 eva 18 So .64 75 87 96 350 473 S'9 amo* . . bor 8 8 48 5' 51 Sf> .60 .60 '33 '7' 1 163 all 174 235 erve ert . . 18 18 ! 3 75 75 87 .87 ;* 409 4T 614 554 7'7 agno . . 8 to 5' .60 310 >59 '7 err* . . 18 60 75 .87 9* 646 75> 879 bara . . 8 5' .60 '74 37 3* per 18 n 64 87 7*4 889 1041 "44 Mas . . 1 J 57 .(n .68 T 8s 93 lo enno ao ia .67 9" '3 *M 374 34 blam a bell . . 18 '4 r> y V V> 57 57 57 .62 .6* .6.. .68 .68 .68 .68 108 . S '44 '74 III 191 224 '37 '72 <44 ewe lon 30 ao JO ao 18 M 30 36 .67 67 .67 .80 .80 .So 9* 9" 03 03 3 73 4'o 479 33 486 568 560 055 4" S'7 633 7J9 benk . . 48 SO .6a 68 333 303 280 3'S tone ao 48 .67 .80 .93 .03 616 73' 846 94, Dcrd . 60 SO 57 .63 .68 "84 331 355 38 Inna . . 30 60 .67 .So 9> .03 754 894 .036 "M Mnl . . 72 50 .68 336 379 44 mom . ao 72 .67 .80 92 03 891 '057 1227 '307 brom u 54 .68 75 103 "7 "7 '> Ida* . . 14 u .16 380 J'4 37a 4'3 bucu . . 18 54 .68 75 136 '55 '70 i* teal . . 24 18 ^76 .04 .16 373 433 bril . . M 54 .6. .68 75 '70 '93 2'3 "3 lam 4 *4 7 ^89 04 .16 S4a 630 699 bula . . j,, 54 .62 .68 75 *>3 >3' 356 181 IpM 4 30 T* 04 .16 afe 650 759 842 enta . . 36 54 .62 .68 75 "37 370 108 3* kor . . 34 3* .76 89 04 .16 7*9 888 085 ebe . . 48 54 .62 .68 75 3 .7* 89 .16 "" 14" 1660 .ible NIK 43 for flange diameters, bolt circles, etc. P--53 All weights are approximate. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Hydraulic Cylinders Hydraulic Cylinders in lengths to 12 feet For Bored Cylinders Code, Efov For Rough Cylinders Code, Egas Each with flanges faced. Drilled to order only TABLE No. 47 i?l Scl o V ( i- a> "*$ "3 Approximate Weight, Pounds, per *s. C5 3>p a a oj i. OJ bCtfl s, ~ a; iC Code Terminal 51 = |jj|" 5|S ^" O to V 1*3 "** C 0) C. o Q sl| 2S-S 3 n 05" C'o" l&s * s - H ^a S&-0 o oS sgl fta Foot Cylinder as Foot Cylinder when Rough Flange Finished Flange u D - 03 * fe o hfefc. Cast Bored # ante . i .50 12 -75 50 13.00 17.00 50 25 9 61 37 31 A-L aras . i .50 12 .81 -56 13-13 17.00 50 25 100 69 36 30 A-L atore . i .50 12 .88 63 13-25 17.00 50 25 106 77 35 29 A-L anha . i -5 12 94 .69 13-38 17.00 50 .25 116 86 34 28 L atico . i .50 12 .00 75 13-50 17.00 50 25 123 94 33 27 A-L avel . i .50 12 13 .88 13-75 17.00 50 25 139 1 10 3 1 26 L afft . i .50 12 25 I.OO 14.00 17.00 .50 25 156 127 28 24 L anion I3-50 '4 75 50 15.00 19.00 50 25 105 4* 35 A anis . I3-50 M .88 63 15-25 19.00 50 25 123 oo 39 S 2 L area . I3-50 '4 .00 75 15-50 19.00 50 25 142 108 37 30 A aclie . I3-50 14 '3 .88 15-75 19.00 50 25 161 128 35 2 9 L amus I3-50 14 25 I.OO 16.00 19.00 50 25 181 '47 32 27 L atum . 15-50 16 75 50 17.00 22.00 63 .38 119 81 65 55 L acho . I5-50 16 .88 63 17-25 22.00 3 38 140 IOI 62 52 L aril . I5-50 16 .00 75 17-50 22.00 63 .38 162 123 59 49 A-L abunt I5-50 16 13 .88 17-75 22.00 63 .38 183 '45 56 47 L andum I5-50 16 25 i .00 18.00 22.00 .63 .38 205 167 53 45 L atur . 17-50 18 .00 75 19.50 24.00 63 38 181 138 65 55 L avero 17-50 18 .06 .81 19.63 24.00 63 38 193 150 64 54 L ari/n . 17-50 18 '3 .88 19-75 24.00 63 38 205 162 63 52 A avert . 17-50 18 25 I.OO 20.00 24.00 63 38 230 1 86 61 49 A arate . 17-50 18 50 '25 20.50 24.00 .63 .38 279 236 57 44 L atorem 19.50 20 .00 75 21.50 26.00 .63 38 2OI '53 7 1 60 A-L nnos . 19.50 20 '3 .88 21.75 26.00 .63 38 227 179 67 56 A-L abor . 19.50 20 25 i .00 22.00 26.00 63 38 254 206 63 52 A-L aharis 21.50 22 '3 .88 23-75 28.00 63 38 249 196 73 61 A acity . 21.50 22 25 i .00 24.00 28.00 63 38 279 225 68 56 A-L arage 23.50 24 .00 75 25-50 30.00 63 38 240 182 83 70 A agno . 23-50 24 '3 .88 25-75 30.00 63 38 272 213 78 66 A-L avate 23-50 24 .25 I.OO 26.00 30.00 38 303 245 73 62 A-L acibus 23-50 24 38 1-13 26.25 30.00 ^63 38 335 277 67 57 A-L alite . 23-50 24 .56 26.63 30.00 63 38 384 326 64 54 L atima 25-50 26 25 I.OO 28.00 32.50 -75 50 328 265 97 83 ' L a nil ns 25-50 26 38 1-13 28.25 32.50 75 50 362 209 90 76 A barla . 26.50 27 .25 I.OO 29.00 33'5o 75 50 340 274 IOI 86 A barot 26.50 27 38 I- 13 29.25 33-5 75 50 376 310 95 80 L basan 27-50 28 25 I.OO 30.00 34 'So .00 75 352 284 119 104 L basse 29.50 30 .06 .81 31.63 36.50 .00 75 245 136 119 A bara . 29-50 30 .19 94 31.88 36.50 .00 75 357 284 132 "5 L be ran 29-50 30 25 i .00 32.00 36.50 .00 75 377 304 127 no A-L bevel 29.50 30 38 1-13 32-25 36.50 .00 75 416 343 120 103 A-L bero . 29.50 30 50 1-25 32.50 3 6 .5o .00 75 453 383 "3 99 L bias . 32.50 33 25 I.OO 35-00 39-50 .00 75 414 333 137 120 L biam . 35-50 36 25 1 .00 38.00 44-5o .00 75 450 363 2IO 192 L biolan 35-50 36 38 1-13 38.25 44-50 .00 75 497 409 208 182 L biate . 35.50 36 So 1-25 38.50 44-50 .00 75 544 456 1 08 '73 L bione 35-50 36 75 1.50 39-00 44-50 .00 75 639 55' 1 88 ,64 L These cylinders can be bored approximately y s inch larger or smaller. We are prepared to make the flanges to suit requirements either as to diameter or thickness. Outside diameters cannot be changed, but a combination can be made by using a pattern with a smaller core than shown in table. In some cases these cylinders can be made as long as 15 feet. All weights are approximate. 86 r N i T K BT A T i: s r A s T I k <> N i' i I- K A x r x i> K v CO M i p A x v Standard Flanged Special Castings for Water Air Chambers TABLE No. 48. Code Word, EjfCt Terminal A B C D i: Approx. bor M 36 90 ,.,, 3450 city . '4 90 i .58 4700 hart'.t . 30 42 99 1.28 4900 basan 3 42 99 1.78 del 36 48 to8 I -4J deral * 48 108 1.96 deru . 4' 54 4 1 17 "55 gasp dell 42 M 4 "7 13500 engr* . i 60 60 ,.67 2.38 laooo 17000 4 to >4 inches Standard Flanged ' 4 Curves with Foot TAB I.E No. 50. Code Word, Elat Code Terminal Xi.m'l I>iam Inches ' t h Approx. Weight I'oUIHlS me 4 D 52 5-So M tore . 6 D 12 55 6.50 nj avel 8 D .60 7-50 178 area D 14 .68 9.00 270 aril i D O.OO 380 no* 4 B 16 .66 2.00 435 bor 4 I) 16 .82 2. GO 517 bane bar* beige balk 1 8 8 R I) B D 17 2 18 '& 3.00 3.00 4.00 4.00 bucu B .Bo 5.00 854 bonne 20 D '03 5.00 1005 dero* . B I 89 "55 delta . 4 I) M i.ii r-v. T ^ 1 Cylinder Rolls TABI.K No. 49. Code Word, Egiv M.nle in Lengths 8 i Knits only art- marhimul to square them Terminal A t Weight in I'oumls L=8 Feet Approx. Wright in Ail.htionnl abarls . bor . J2.00 3' -74 03 5* 3645 4JI beran 38.30 4"! bell 39- ' .58 582 bril . . 44-50 .28 542 bio .78 74 dlcort 50.80 4' 687 engra Iculo l to 48 inchi-s Standard Flanged TABLE No. 51. l /4 Curves with Foot Code Word, Elav Tormina! NmnM I )Ultll. Inches t r k h Approx. Weight I'otimls etra . . 3 A .88 36 21.00 1780 ctrns . . jo B 3 3 2040 enbln 3 C .30 3ft 50.00 21.00 enjfo t*r . 3" 3 D A 37 99 3ft 48 50.90 67.90 . 14. V >S .**> Icell . . 3 B 5 48 67.90 H-V 3500 Itet . . . 3ft C 3ft 48 67.90 34-5" 4050 IllUf . . 3ft D -58 48 67.90 14.50 4615 lapel 4' A .10 48 67.90 28.00 hirel . . 4' B .18 48 67.90 28.00 4670 lanm . . C 58 48 j8.no late*i 4> D 78 48 67.90 28.00 O2OO ocet . . 4 A .16 48 JI.JO 543 omen 48 B 4 48 67.90 3'-S ofer . . 4* C 7' 48 67.90 7010 odl 48 1) 9 48 67.90- 7780 See Table No. 41 for flange tliameteri. bolt circles etc. All weights are approximate. P 64 A UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Flanged Special Castings for Water ^^-^X /f^- 'S^T^y^ , / 7^ /H Standard Fl Standard Manged % Curves P ' Ot3 '^_ Curve, Short anged ^ Radius TABLE No. C2. Code Word, Elib TABLE No. 53. Code Word, EIoc u -2 ai J +J tfl i-, ~s * =" Code Terminal '= S C C- 2 " o c o p 3 C *3" Class 1 r k Q.C 'O MO a- S o Code Terminal si* o 5 o Z.SS a Class t 1 MC HI ame . . . 4 D .52 16 22.6o 69 ame . . . 4 D .52 it 60 atore . . . 6 D 55 16 22.6o 101 avel . . . 8 D .60 16 22.60 147 atore . . . 6 D 55 12 89 area . 10 D .68 16 22.6o 209 aril . . . 12 D 75 16 22.60 287 avel . . . 8 D .60 13 136 anos . . . 14 B .66 18 25.50 315 abor . . . 14 D .82 18 25.50 387 area . . . 10 D .68 14 200 basse . . . 16 B .70 24 34.00 470 bara . . . 16 D .89 24 34.00 604 beige . . . 18 B 75 24 34.00 558 aril . . . 12 D 75 15 285 balk . . . 18 D .96 24 34-00 707 bucu . . . 20 B .80 24 34-00 670 anos . . . 14 B .66 16 297 bonne . . deros . . . 20 24 D B 1.03 .89 24 30 34.00 42.40 851 1067 abor . . . 14 D .82 16 376 della . . . etra . . . 24 30 D A 1.16 .88 30 36 42.40 50.90 1377 1546 basse . . . 16 B .70 17 390 etros . . . 30 B 1.03 36 50.90 '799 / enbin . . . 30 C i .20 36 50.90 2085 engo . . . 30 D 1-37 36 50.90 2367 bara . . . 16 D 89 17 492 igar. 36 A 99 48 67.90 2682 beige . . . 18 B 75 18 474 icell . 36 B 15 48 67.90 3103 icet . . . 36 C .36 48 67.90 3653 balk . . . 18 D .96 18 602 illus . . . 36 D -58 48 67.90 4226 lapel . . . 42 A . to 48 67.90 3520 bucu . . . 20 B .80 19 589 laret . . . 42 B .28 48 67.90 4077 laron ." . . 42 C 54 48' 67.90 4874 latesi . . . ocet . . . 42 48 D A 1.78 1.26 48 48 67.90 67.90 5602 4634 bonne . . . 20 D 1.03 19 747 omen . . . 48 B 1.42 48 67.90 5201 deros . . . 24 B .89 21 851 ofer . . . 48 C 1.71 48 67.90 6216 odis . . . 48 D 1.96 48 67.90 6982 della . . . 24 D 1.16 21 1090 P-5 P-6 3 See Table No. 43 for flange diameters, bolt circles, etc. All weights are approximate. 88 X I I I. 1 1 ST A I I. > C A S T IRON 1' I I' 1C AND K ( > I' N 1) R V C O M P A X Y Standard Flanged Special Castings tor Water w^_ _ 1 1 T 1* 7 7 A **2_ 7 Vi ~"~Y V 1" V lit' 1 'It "1 1 Curve i' t Curve A Curve Standard Flanged Curves. TABI.K No. <;4 v ~^ '" / I Curve. Code. Enwv ,', Curve. i' 28.1 611 ao n .80 bucu . . 48 30-7 670 96 37-5 670 240 47-05 799 480 47.10 799 10 D 1.03 bonne . . 48 36-7 85' 9 37-5 851 240 47-05 1019 480 47-1 1019 24 B 89 dero* 60 45-9 1066 no 46.8 1066 240 47-05 1070 480 47-' 1070 I) delta 60 45-9 '377 no 46.8 '377 240 47-05 1376 480 47.10 37 30 A .88 etra 60 45-9 '337 no 46.8 '337 240 47-05 >3'4 480 47.10 1314 30 B 03 etro* 60 45-9 '553 no 46.8 '553 240 47-05 '553 480 47-' '553 30 C .20 cnhln 60 45-9 '797 120 46.8 '797 240 47-05 '794 480 47-' 794 30 36 A 37 99 engo . . jo* 60 o 81 2036 120 180 46.8 70.2 2036 2542 240 47-05 47-os 1834 480 480 47.10 47.10 .834 36 B , 5 kell 9 68.9 303, 180 TO.' 3039 240 47-05 2118 480 47.10 2118 36 C -36 Icet . . 68.9 3459 180 70. a 3459 240 47-05 2485 480 47.10 2485 36 D -58 Illu* 9 68.9 3999 180 70.2 3999 240 47-05 2852 480 47-' 2852 A . lo Ml 90 68.9 180 70.1 240 47-05 2426 47-' 4> B .28 taret . . 9 68.9 3871 180 70.2 3871 240 47-os 2821 480 47.10 2821 42 C .54 taron 4 68.9 4616 180 70.2 4616 240 47-05 33'6 480 47-' 33'' 42 -78 late*) 90 68., 53'4 180 70.2 53'4 240 47-05 3804 480 47-' 3804 48 A .26 ocet . . 68.9 4396 180 TO.* 439 240 47-05 3201 480 47- ' 3201 48 R 42 omen 9 68., 4935 180 70.2 4935 240 47-05 3565 480 47-1 3565 48 C 7' ler 90 68.9 5897 1 80 70.2 5897 240 47-os 447 480 47-' 4247 48 I) 96 odl* o 68.9 77'9 ilo 70.2 77'9 240 47-05 4809 480 47.10 4809 54 A 35 MBM 9 68.9 539 180 70.2 240 47-os 3953 480 47-' J9S 54 B 55 and . . 90 68.9 180 70.2 6082 240 47-os 4442 480 47-' 444* 54 C -9 one . . 90 755' 180 755' 240 47-05 5504 480 47- 5504 D ta 90 68., 8749 180 70.2 8749 240 47-os 6332 480 47.10 6332 to A 39 ii lode 9 68.9 6488 do 70.2 6488 240 47-05 4854 480 47.10 4854 60 60 B C .00 ufre . ton . . 9 68.9 68.9 ft 180 180 70.2 70.2 7*7' 8965 240 47-os 47-05 5690 6691 480 47.10 47.10 5690 6691 60 D 38 udrey 90 68.9 10646 180 70.2 10646 47-05 7778 480 47.10 7778 I able No. 43 for flange diameters, bolt circle*, etc. All weticht* rc approximate. P 66-67 89 UNI TED STATES CAST IRON PIPE AND FOUNDRY COMPANY 1 1 J\\ 'f *-& Standard Flanged Special Castings for Water N / M 1 ' -H Standard Flanged 1'ees and Crosses _u" 1 i Ti i 1 Tl [| See Table No. 43 for Flange Diameters, Bolt Circles, Etc. ^___P_j . ' ^c~~ ~ ~m[^\ Sizes, 24 inches- and larger, with Ribs, Bolts through Flats, Etc., a's required TABLE No. 55 Code Terminal Nominal Diameter Inches Approximate Weight, Lbs. Nominal Diameter Inches Approximate Weight, Lbs. Class 1 P Tees Crosses Code Terminal Class 1 P Tees Crosses e f Code Code e f Code Code Ilimif Enab 1 limit Enab ame aras 4 6 4 4 D D II. O 12. II. O 12.0 88 124 "4 beige . balk . 18 18 16 16 B D 18.0 18.0 18.0 18.0 686 852 836 IO22 atore 6 6 D 12. 12. O 137 176 bell 18 18 B 18.0 18.0 694 851 anha 8 4 D 13.0 13.0 166 192 belon . 18 18 D 18.0 18.0 873 1063 atico 8 6 D 13.0 I 3 .0 '75 2IO beure . 20 6 B 19.0 19. o 752 avel 8 8 D 13.0 13.0 "95 250 herd . 20 6 D 19.0 19.0 900 944 afft o 4 D 14.0 14.0 251 277 biene . io 8 B 19.0 19.0 729 784 anioi i . . o 6 D 14.0 14.0 269 303 bill 20 8 D 19.0 19.0 916 976 anis o 8 D 14.0 14.0 280 335 binal . 20 o B 19.0 19.0 746 818 area o 10 D I 4 .0 14.0 300 355 bin! 20 o D 19. o 19.0 941 1026 aclie 2 4 D 15.0 15.0 351 377 bio ... 20 2 B 19.0 19. o 779 885 amus 2 6 D 15.0 15.0 364 403 biros 2O 2 D 19.0 19.0 991 1127 atuni . 2 8 D 15.0 15.0 380 435 brito . 2O 4 B 19.0 19.0 789 899 acho 2 10 D 15.0 15-0 397 469 brom . 2O 4 D 19.0 19.0 1026 1196 aril 2 12 D IS.O 15.0 426 528 buron . 2O 6 B 19.0 19.0 824 974 abunt . 4 4 B 16.0 16.0 374 400 borol 2O 6 D 19.0 19.0 1056 1256 andu m 4 4 D 16.0 16.0 455 481 bucu 2O 8 B 19.0 19.0 838 995 atur 4 6 B 16.0 16.0 387 426 bonne . 2O 8 D 19.0 19.0 1080 1303 aver . 4 6 D 16.0 16.0 468 507 bril 20 20 B 19.0 19.0 873 1072 arizo . 4 8 B 16.0 16.0 403 458 bunt 2O 2O D 19.0 19.0 1108 1360 aver 4 8 D 16.0 16.0 484 539 back . 2 4 6 B 21 .O 2 .O 1013 1052 arate 4 10 B 16.0 16.0 420 492 biolus . 24 6 D 21 .O 2 .0 1300 1344 atore m 4 10- D 16.0 16.0 501 573 buls . 2 4 8 B 21 .O 2 .O 1029 1084 anos 4 12 B 16.0 16.0 449 berto . 24 8 D 21 .O 2 .0 1316 I37 6 abor 4 12 D 16.0 16.0 530 632 borne . 24 10 B 21 .O 2 .O 1046 1118 abaris . 4 14 B 16.0 16.0 451 555 card 24 10 D 21 .O 2 .O 1341 1426 acity 4 14 D 16.0 16.0 557 681 cana 24 12 B 21.0 2 .0 1079 1185 arage . 6 4 B 17.0 17.0 482 508 carlo 24 12 D 21. 2 .O 1391 1527 agno avate . 6 6 4 6 D B 17.0 17.0 17.0 17.0 582 495 608 534 cape clft 24 24 '4 M B D 21.0 21. O 2 .0 2 .O 1091 1426 1209 1596 acibus . 6 6 D 17.0 17.0 599 638 cire 24 16 B 21 .O 2 .O 1124 1274 alite 6 8 B 17.0 17.0 5" 566 dea ... 24 16 D 21 .O 2 .O 1454 '654 atitn a . 6 8 D 17.0 17.0 616 676 del ... 2 4 18 B 21. 2 .O "35 "95 andos . 6 lo B 17.0 17.0 528 600 deral . . . 2 4 18 D 21.0 2 .0 1690 1963 bur la . 6 10 D 17.0 17.0 6 4 j 726 deros . . . 24 20 B 21. 2 .O "73 1372 barot . basan . basse . 6 6 6 12 12 B D B 17.0 17.0 17.0 17.0 17.0 17.0 557 657 559 659 759 663 della . dicort . digli . 24 24 24 20 24 D B D 21 .O 21. 21 .O 2 .O 2 .0 2 .O 1721 1243 1820 2028 1512 2226 tan 6 14 D 17.0 17.0 671 786 deur 3 12 A 19.5 24.0 1225 1321 beran . 6 16 B 17.0 17.0 589 722 dra ... 3 12 B 19-5 24.0 1420 1510 bevel . 6 16 D 17.0 17.0 716 876 dolt 3 12 C 19-5 24.0 1679 1720 bero 8 4 B 18.0 18.0 562 588 dade 3 12 D 19-5 24.0 1800 1879 bias 8 4 D 18.0 iS.'o 708 734 dangis . 3 Z 4 A 22.5 2O.O 1405 1520 biam 8 6 B 18.0 18.0 575 614 darb . 3 T 4 B 22.5 26.O 1609 1724 biolan . 8 6 D 18.0 18.0 726 77 dobs 3 M C 22.5 26.0 1773 2013 biate . 8 8 B 18.0 18.0 59i 646 dofen . 3 '4 D 22.5 26.0 2152 2372 biont 8 8 D 18.0 18.0 74 2 802 dort 3 16 A 23-5 26.O 1502 1742 bonca . 8 10 B 18.0 18.0 608 680 dalt 3 16 B 23-5 26.0 1726 1876 holla . 8 10 D 18.0 18.0 767 852 dean 3 16 C 23-5 26.0 2OOO 2171 brona . 8 12 B 18.0 18.0 37 739 dique . 30 16 D 23-5 26.0 2305 2541 begi belag . 8 8 12 14 D B 18.0 18.0 t8.o 18.0 783 643 885 75 1 dering . dellos . 30 3 18 18 A B 24.5 24-5 26.0 26.O 1555 1794 1718 1967 belas . 8 14 D 18.0 18.0 8,7 952 chain 3 18 C 24-5 26.0 2055 2435 All weights are approximate. P 70-72 N i i K 1 1 s T A T K s CAST IRON PIPE AND FOUNDRY c o M P A N Y Standard Flanged Special Castings for Water Standard Flanged Tees and Crosses See Table No, 41 for Flaunt- DiameterH, Bolt Circles, Ktc. . 24 inches and larger, with Kibs, Bolts through Flats, Ktc.. an required TABLE No. 55 Continued Inches Approximate weigh; niutm-ti-r Iru-hfs Apnroxiniatr wWht. I.l.s. nioal Class 1 P Tees Terminul Clans 1 P e f Cod* e f 1 mm Enab 1 mul Enab entlb 30 18 D 24-5 26.0 2386 2670 Ista 18 A 25- 33.0 2668 2804 entls 30 ao A 25-5 26.0 1608 Idum 18 B as. 33.0 37S 3217 eota 30 20 1! 25- 26.0 .856 ao6o Itant . 18 c 3849 4212 erem etorl 30 30 ao ao 1 I) as- 25- 26.0 26.0 "f 2568 2826 as 18 ao A 35- 96. > 2986 elra 30 34 A *7- 26.0 '749 1986 kites . ao K l6i 33.0 339' etros . 30 '4 B 27- 26.0 2013 kem ao 26. 32.0 4454 cnhlu 3 14 C 27- 20.0 2880 kunger 20 D 26. 459' 5069 engo 30 24 I > ao.o 3'7* linos 24 A 28. 32.0 engra . 3 A SO- 3-5 1989 2328 llnw . 14 B 28. 32.0 3450 3700 rrln 30 3 B SO. 30.5 2764 lock C 28. 32.0 4340 4875 ernol 3 30 C 30. 30.5 lack >4 D 28. 32.0 4954 5541 ernu 30 30 D 30. 30.5 3261 3940 lard 3 A 3'. 36.5 elaio . 3 1 1 A 19. 27.0 1678 '774 lake . 3 B 42*11 euro . e*ta 36 3 u \i B '9- 19. 27.0 27.0 2028 lamle . lante . 3 C D SI- S'- 3-5 3-5 494' erata 36 \t D 19. 27.0 2623 2784 lapel A 34. 3.5 3735 42*4 erolla . 3 '4 A 11. 29.0 1898 taret . 3 B 34. 3.S 495 4846 ariale . 3f> 4 B 11. 29.0 2180 2318 laron 3 C 34. 36.5 5493 6 S 30 erarla . 3 4 C 11. 29.0 2550 2710 latest ! 3 D 34. 36.5 6348 7469 esco* 3 4 D 22. 29.0 3035 33'S traha . 42 A 37* 37-0 . ehas 3 6 A 23- 29.0 .980 .M.'S learn . 4' B 37- 37.0 5023 6046 cntl> . 3 6 B 23- 29.0 2269 Ueu 4' C 37- 37.0 6114 743 lod . . . 36 6 C 23-5 29.0 2866 leal 42 D 37- 37-o 7073 8608 ilrn 3 6 H 23-5 29.0 3209 3505 nary . 48 16 A 24- 35-0 3365 3520 form falcon . 36 8 a A K '4-5 24.5 29.0 29.0 3058 253 nols nuse . 48 48 16 H C 34- 35-0 35-o 398 SonS taut 36 8 4-9 19.0 >979 nade . 48 16 D 24. 35-0 5688 gabas . 3 8 D 24-5 29.0 3304 37'7 nlon . 48 18 A as- 35-0 33 gamos 3 ao A 25-5 29.0 2147 234 Mil 48 18 B 25- 35-0 3860 4034 gareo . 3 ao B J.] 29.0 2458 2662 nera 48 18 C as- 35-o 4830 5204 gea . 3 ao C 2V5 29.0 359 3477 onbtus 48 18 D 25- 3S-o 5493 5916 Inter . 20 D '5-5 29.0 3483 39'9 o.ttet 48 20 A 26. 35.0 3932 Igab A 27-5 29.0 2583 ovla 48 20 B 36. 35-0 Igadu . '4 B 27-5 29.0 2,28 "pir-. . . . 48 ao C 36. SS-o 557* Igam 3 '1 C '7-5 29.0 3 l8 4 3782 oten 48 ao D 26. 3J.O 57*2 6312 Igand 3 14 D '7-5 29.0 3755 4JOO orgen 48 J4 A 28. SS-o 3916 4186 Igar Icell 30 30 A H 30.5 30-5 33-5 33-5 2577 )' 3610 olare . 48 48 34 24 B C 28. 28. 35-0 SS.o 4329 4599 Icet 3ft 3 C 30.5 33-5 373 4405 nnlc . 48 24 D 38. 3S-0 '53 6818 Illus 36 SO D 30-5 33-5 4301 5030 orios . 48 3 A SI- 39-5 4761 kul" . 3 A 33-5 2864 olios . 48 30 B 39-5 5084 5737 laba 3* 3 B 33-5 35" 4206 orium . 48 30 C S'- 39-5 6110 0925 Ilia 3 3 r 33-5 33-5 4228 S34 ocda 48 3 D 31- 39-5 7845 Itude 3 D 4908 5947 oltoe . 48 3 A 34. 39-5 4823 5398 Irrm 4 12 A ao.o 30.0 "43 ocol 48 36 B 34. 39-5 6508 tear 4 1 1 B ao.o 30.0 onet 48 36 C 34. 39-5 6839 7990 MM 12 C ao.o 30.0 3037 3'4' obe 48 36 D 34. 39-5 7755 9005 Itlo 12 D ao.o 30.0 3554 ocet . . . 48 43 A 37- 40... 5244 593 Idou* 14 A 23.0 2491 2598 omen . 48 4 B 37- 40.0 6161 7197 t '4 '4 B a3-o t86o 3406 2987 3540 ofer odls 48 41 D 37- 37- 40.0 40.0 7428 8478 8738 9988 itero* . '4 ii 23.0 48 5 4439 tlgab . 48 48 A 40.0 5578 lbu< 16 A 24.0 259' 17" tori* . 48 48 B 40- 40.0 6683 7977 kant . 16 B 24.0 2972 tras 48 48 C 40. 40.0 8102 9701 Idilv . 16 i 32.0 3706 trud 48 48 D 40. 40-0 Itlvo i" D 4547 All weights are approximate. 'Made in steel. P 70-72 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY . 1 \ Standard Flanged Special Castings for Water -ip-H T~ / Standard Flanged Tees with Bases ir if See Table No. 43 for Flange Diameters, Bolt Circles, Etc. ! ! * '! ;, II ^| TABLE No. 56. Code Word, Enec Nominal Class Nominal Diameter 3 -C*O Diameter - .C ~Z Code Terminal Inches 1 P h a-5 Code Terminal Inches Class 1 P h r. ac S- 3 5 e f && e f <**- ame . . . 4 4 D ii ii 5-50 108 bill 20 8 D 19.0 19.0 15.0 1146 aras . . . 6 4 D 12 12 6.50 '54 binal . . . 20 o B 19.0 19.0 15.0 976 atore . . . 6 6 D 12 12 6.50 167 bin! . . . 20 D 19.0 19.0 15.0 anha . . . 8 4 D 13 13 7.5o 206 bio ... 20 2 B 19.0 19.0 15.0 1009 atico . . . 8 6 D 13 7-50 215 biros . . . 20 2 D 19.0 19.0 15.0 1221 avel . . . 8 8 D 13 13 7-5 235 brito . . . 20 4 B 19.0 ig.o 15.0 IOI9 Mill ... IO 4 D '4 14 9.00 3" brom . . . 20 4 D 19.0 19. o 15.0 1256 anion . . . IO 6 D M 14 9.00 329 buron . . . 20 6 B 19 o 19.0 15.0 .054 anls . . . IO 8 D 14 14 9.00 34 borol . . . 20 6 D 19. o 19.0 15.0 1286 area . . . IO 10 D 14 9.00 360 bucu . . . 2O 8 B 19.0 19.0 15.0 I068 aclie . . . 12 4 D 15 15 43 bonne . . 2O 18 D 19.0 19.0 15.0 1310 amus . . . 12 6 D 15 15 o.o 444 bril ... 20 20 B 19.0 19.0 15.0 II0 3 atuin . . . 12 8 D 15 15 o.o 460 bunt . . . 2O . 20 D 19.0 19.0 15.0 1338 acho . . . 12 IO D 15 15 o.o 477 back . . . 24 6 B 21.0 2 .0 17-5 >3'3 aril . . . 12 12 D IS 15 o.o 506 biolus . . 24 6 D 21. 2 .O J7-5 1600 abunt . . . '4 4 B 16 16 12. O 500 buis . 24 8 B 21. 2 .O .7-5 1329 andum . . 14 4 D 16 16 12.0 585 berto . . . 24 8 D 21.0 2 .O 1616 atur . . . 14 6 B 16 16 12. 517 boine . . . 24 IO B 21. 2 .O '7-5 1346 avero . . . 6 U 16 16 12.0 598 card . . . 24 10 D 21.0 2 .O 17-5 1641 arizo . . . "4 8 B 16 16 12. O 533 cana . . . 24 12 B 21. 2 .O 17-5 '379 averl . . . 14 8 D 16 16 12. O 614 carlo . . . 24 12 D 21. O 2 .O 17-5 1691 arate . . . 14 o B 16 16 12. 55 cape . . . 24 14 B 21 ,O 2 .O '7-5 1391 atorem . . 14 o D 16 16 12.0 631 cift . . . 24 '4 D 21. 2 .O 17-5 1726 anos . . . 14 2 B 16 16 12. 579 cire . . . 24 16 B 21. 2 .O 17-5 1424 abor . . . "4 2 D 16 16 12.0 660 dea ... 24 16 D 21.0 2 .O '7-5 '754 abaris . . . 14 4 B 16 16 12.0 581 del 24 18 B 21.0 2 .0 .7-5 .435 acity . . . H 4 D 16 16 12. O 687 deral . . . 18 D 21. O 2 .O 17-5 1940 arage . . . 16 4 B 17 17 '3 o 642 deros . . . 24 20 B 21.0 2 .0 .7-5 .473 agno . . . 16 4 D 17 17 "3 o 742 delta . . . 24 20 D 21. O 2 .O 17-5 '975 avate . . . 16 6 B 17 13.0 655 dicort . . . 24 24 B 21.0 2 .0 '7-5 .543 aclbus 16 6 D '7 "7 13.0 759 digit . . . 24 24 D 21.0 21.0 17-5 2070 alite . . . 16 8 B '7 13.0 671 deur . . . 3 12 A '9-5 24.0 2 .O 1385 atima . . . 16 8 D '7 17 I 3- 776 dra ... 3 12 B .9-5 24.0 2 .O 1580 andos . . . 16 IO B 17 '7 13 -o 688 dolt . . . 3 12 C '9-5 24.0 2 .0 1839 harla . . . 16 10 D '7 13.0 801 dade . . . 12 D '9-5 24.0 2 .O 1960 barot . . . 16 12 B i? 17 13.0 717 dangis . . 3 14 A 22.5 26.0 2 .O 1565 basan . . . 16 12 D 17 '7 13.0 8-7 darb . . . 30 14 B 22.5 26.O 2 .O 1770 basse . . . 16 M B 17 13.0 719 dobs . . . 3 .4 C 22.5 26.O 2 .O '935 bara . . . 16 '4 D 17 r 7 13.0 831 dofen . . . 3 14 D 22.5 26.0 2 .O 23.5 beran . . . 16 16 B 17 17 749 dort . . . 3 16 A 23.5 26.0 2 .O 1660 bevel . . . 16 16 D i? "7 13.0 876 dalt . . . 3 16 B 23-5 26.0 2 -O 1885 bero . . . 18 4 B 18 18 14.0 672 dean . . . 30 16 C 23-5 26.0 2 .O 2160 bias . . . 18 4 D 18 18 14.0 908 dique . . . 3 16 D 23-5 26.0 2 .O 2465 hiam . . . 18 6 B 18 18 14.0 775 derlng . . 3 18 A 24-5 26.O 2 .O '735 biolan . . . 18 6 D 18 18 14,0 926 dellos . . . 30 18 B 24-5 26.0 2 .O 1975 blate . . . 18 8 B 18 18 14.0 791 ebam . , . 3 18 C 24-5 26.0 2 .O 2235 bione . . . 18 8 D 18 18 14.0 942 entib . . . 3 18 D 24-5 26.0 2 .O 2565 bonca . . . 18 IO B 18 18 14.0 808 entis . . . 3 20 A 25-5 26.0 2 .O 1790 bolla . . . 18 IO D 18 18 14.0 967 eola . . . 3 20 B 25-5 26.O 2 .O 2035 brona . . . 18 12 B 18 18 14.0 837 erem . . . 3 2O C 25.5 26.O 2 .O 2410 begl . . . 18 12 D 18 18 14.0 983 etori . . . 3 2O D 25-5 26.0 2 .O 2670 belag . . . 18 J 4 B 18 18 14.0 843 ctra . . . 3 24 A 27.5 26.O 2 .O 1990 belas . . . 18 M D 18 18 14.0 1017 etros . . . 3 24 B 27.5 26.0 2 .0 2250 beige . . . 18 16 B 18 18 14.0 886 rilhitl . . . 3 24 C 27-5 26.O 2 .O 2700 balk . . . 18 16 D 18 18 14.0 1052 engo . . . 3 24 D 27.5 26.0 2 .0 2975 bell . . . 18 iS B 18 18 14.0 894 engra . . . 3 3 A 3-5 3-5 2 .0 2230 belon . . . 18 18 D 18 18 14.0 '73 erin . . . 3 3 B 3-5 3-5 2 .0 2590 beure . . . 20 6 B 19 '9 15.0 943 ernol . . . 3 30 C 3-5 3-5 2 .O 3090 herd . . . 2O 6 D 19 '9 15.0 1130 ernu . . . 3 3 D 3- 5 3-5 2 .0 35.0 biene . . . 20 8 B 19 15.0 959 elazo . . . 36 12 A 19-5 27.0 2 -5 1860 All weights are approximate. P 71-72 A 92 FATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Flanged Special Castings for Water Standard Flanged Tees with Bases Sec Table X... 1 'ABLE No. 56 Continued. Code Word, EflCC Terminal Inal 'i-ter Im-hes 1 P h m o.'S = Terminal Nominal Diameter In i- he* Clam , P h ~-l~- a|g C-- ' f ?.*-- e f <*- c^trtt . . . 3 IJ H 19.5 27.0 aoos kunger ao I) a6. 28.0 4870 Ota 3 IJ lg.fi '4 ' 04 ao MM 24 A 28. 33"" erata 3 It D 10.5 J4-S 2805 II nw 24 B 28. 28.0 3850 erolla 36 14 A 19.0 jog) lock 4 C 28. 28.0 eriale * 14 B 9.0 >3*> lack 24 D 28. 33.0 28.0 erarla 36 14 11. 5 9- 24-5 lard 30 A 3'- 36-5 28.0 3770 t ^ , * 36 4 D 9.0 lake 3 B 3- 3*-5 28.0 atM 36 6 A 3-5 19.0 no lantie . 30 C 3'- 36-S 28.0 rnllv 36 6 It 19.0 (ante 3 D 3'- 3-5 28.0 I.Hl 3 6 19.0 3so lapel 3 A 3*-5 a8.o 433S Urn 36 6 I) 19.0 4-5 3440 larel 3 K . . 3-5 28.0 4795 form 36 8 A >4-'i 29.0 a9o larom 3 C 34. 3-5 28.0 5995 Mora 36 8 11 '4-5 19.0 J 4-S 159 latoi 3 I) 34- 38.0 68 50 taut 36 8 c 39.0 '4-5 3< lea ha 4a A 37- 37-0 28.0 4685 (baa . J6 8 D '4-5 JO.O 353" learn 4 4' B 37- 37-o 28.0 5*25 fmmot . . 3 JO A '5-5 K).o '4 S lien 4 4> C 37- 37-o 28.0 671$ garco . . . 36 30 K JS-S J9.o 1690 leal 4 43 D 37- 37.0 7*75 EC $ ao ao D 25-5 9.0 >9.o 390 37'5 nary nol.o 4* 4 >6 16 A B a4- 4- 35-0 35.0 3<-S 3>-S 3795 4305 iK.ih 3 '4 A J7-5 9.0 J4 ^ mite . . . 48 16 C 34- 3S-o 3"-S 5100 iltadu . . . 3 II '7-5 J9.o 4-5 nade . . 48 D 34- 35-o 3-S 57>5 Igam 3 '7-5 9.0 14-5 362} nlon 48 18 A as- 35.0 3' -5 ig.ml 3* 24 D '7-S 19.0 >4-S 4<>9i nell ... 48 18 B 3J- 35-0 3>-5 4390 i K ar 3 30 A 3-S >4-S nera . . . 48 18 C as- 35-o 3-S 5260 ice II 36 3 1! 3-5 33-5 4-5 345" onblu* . . 48 18 I) as- 35-o 3>-S Icet 36 .*>$ 4070 oatet . . . 48 ao A a6. 35-o 3'-S 47 Illun 36 D 3-S 14-5 4640 ovla . . . 48 ao B 16. 35.0 3'-S 438$ kulo . . . 3 3 A 33-5 opiro . . . 48 ao C 36. 35-" 3'-S SI'S lab* 36 36 B 4-5 3910 oten . . . 48 D t6. 35-0 3>-S 6190 Ilia 3ft 3 C 33-S 14 5 4630 orgen . . . 48 4 A *B. 35.0 3-5 446$ ilude 3 D 33.5 33-5 '4-S 53"> oque . . . 48 .0 24 B B. 18. 35-o 3'-S 4880 tear 4' H ao.o 30.0 >8. aSoo "11I1IC . 4* 48 '4 4 D a8. 35-O 35.0 3' 5 3>-S ieben 41 IJ C ao.o 30.0 28. 3270 ork> . . . 48 3" A 3<- 39-5 3'-$ 493 Itlo 4' D ao.O JO.O 18. 379 olkw . . . 48 30 B 39-S 3'-S S30 Idou* ft M A 28. 7ao orium . . 48 3 C M- 39-S 3'-S lira 4' '* B a8. 3100 occla . . . 48 3 D 3** 39-S 3>-5 7480 limn 41 14 C j8. 330 oltoo . . . 48 3 A 34- 39-5 3<-S 5370 iteros ihus . 4J 4' D A 3-1.0 31.0 18. 18. a8ao ocol . . . one! . . . 48 48 3 J B C : 39-S 39-5 3'-S 3'-S 6190 7390 leant 4' |6 B 14.0 ja.o 28. 35 obeft . . . 48 36 D 54. 39-S 3'-S 8400 Idity 14.0 18. 3770 ocet . . . 48 4' A 37- 40.0 3-S Itno 41 16 D M-o 33. o 18. 444> omen . . 48 4' B 37- 40.0 3-S 6910 Uta . . 42 18 A 25.0 3.o 18. 1900 ofer . . . 48 4 C 37- 40.0 3'-5 8180 iilum . . 4' ll B 5.o 31.0 18. 3350 odU . . . 48 4" D 37- 40.0 3'-S O* JO itant 4' 18 r 15.0 33.0 28. 4130 tlcab 48 48 A 4- 40.0 3>-S 6420 1 la let 4' 18 D >5.o 3.o 8. 4675 torU . . . 48 48 B 40- 40.0 3<-S 7530 Icolea 4' ao A 16.0 33.0 28. 3-*> tra* . . . 48 48 C 40.0 3-S 8050 khes 4* ao B 16.0 3.o 28. 3485 trud . 48 48 l) 4- 40.0 3'-S kem 4' JO C 16.0 JJ.O 28. 43=5 V-TI A Large diameter tees and crosses with rib*, or with ribs and bolted through flats, or made in steel. See page 51. Made in - All weight! are approximate. 93 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Long Pattern Standard Flanged Special Castings for Water Standard Flanged Reducers 4 to 24 inches See Table No. 43 for Flange Diameters, Bolt Circles, Etc. TABLE No. 57. Code, Enid Short Pattern Code Terminal Nominal Diameter Inches Class Thickness Inches V S Approx. Weight Code Terminal Nominal Diameter Inches Class Thickness Inches V 1 s Approx. Weight e I t, t, e f t, t. Pounds arent . . aca . . . 6 6 4 4 D D 55 55 52 52 8 2 4 2 88 67 beige . . balk . . 8 8 8 8 B B 75 75 .60 .60 26 20 4 2 348 229 ame . . 8 4 D .60 52 8 4 in bell . . 8 8 D .96 .60 26 4 4 i6 alizo . . 8 4 D .60 52 2 2 79 belon . . 8 8 D .96 .60 20 2 249 aras . . 8 6 D .60 55 8 4 124 he 1 rod . 8 10 B 75 .68 26 4 392 atore . . 8 6 D .60 55 2 2 91 benk . . 8 IO B 75 .68 20 2 250 anha . . lo 4 D .68 52 8 4 142 beure . . 8 10 D .96 .68 26 4 457 atico . . 10 4 D .68 52 2 i3 herd . . 8 IO D .96 .68 20 2 2 79 avel . . IO 6 D .68 55 8 160 biene . . 8 I B 75 75 26 4 439 afft. . . IO 6 D .68 55 2 US bill . . . 8 I B 75 75 20 2 277 anion . . IO 8 D .68 .60 8 183 binal . . 8 I D .96 75 26 4 506 anis . . IO 8 D .68 .60 2 132 blnl . . 8 I D .96 75 20 2 35 area . . 12 4 D 75 52 ' 8 183 bio . . . 8 I B 75 .66 26 4 435 aclie . . 12 4 D 75 52 2 123 biros . . 8 "4 B 75 .66 20 2 37 anius . . 12 6 D 75 55 8 200 brito . . 8 14 D .96 .82 26 4 548 atum . . 12 6 D 75 55 2 r 47 brom . . 8 14 D .96 .82 20 2 364 acho . . 12 8 D 75 .60 8 4 223 buron . . 8 16 B 75 .70 26 4 481 aril . . . 12 8 D 75 .60 2 2 163 borol . . 8 16 B 75 .70 20 2 337 abunt 12 10 D 75 .68 8 4 256 bucu . . 8 16 D .96 .89 26 4 605 andum . 12 IO D 75 .68 2 2 187 bonne . . 8 16 D .96 20 2 43 atur . . 14 6 B .66 55 6 4 243 bril . . 10 B .80 .68 32 4 5<>3 avero . . '4 6 B .66 55 20 2 164 ebam . . o IO B .80 .68 26 2 400 ari/n . . r 4 6 D .82 55 26 4 288 entib . . 10 D 1.03 .68 32 4 597 averi . . 4 6 D .82 55 20 2 184 entls . . o IO D 1.03 .68 26 2 arate . . 14 8 B .66 .60 26 4 272 eola . . 20 12 B .80 75 32 4 558 atorem . 14 8 B .66 .60 20 2 179 erem . . 2O 12 B .80 75 26 2 446 anos . . 14 8 D .82 .60 26 4 3i7 etorl . . 20 12 D 1.03 75 32 4 652 abor . . H 8 D .82 .60 20 2 202 etra . . 2O 12 D 1.03 75 26 2 523 abaris !4 o B .66 .68 26 4 3 I 3 etros . . 20 M B .80 .66 32 4 553 acity . . *4 o B .66 .68 20 2 200 enbin . . 20 H B .80 .66 26 2 453 arage . . *4 o D .82 .68 26 4 358 engo . . 20 H D 1.03 .82 32 4 699 agno . . '4 o D .82 .68 20 2 224 engra . . 20 '4 D 1.03 .82 26 2 558 arate . . 14 2 B .66 75 26 4 360 erin . . 20 16 B .80 .70 32 4 602 acibus "4 2 B .66 75 20 2 227 ernol . . 20 16 B .80 .70 26 2 487 alite . . 14 2 D .82 75 26 4 407 ernu . . 2O 16 D 1.03 .89 3 2 4 764 atima . . '4 2 D .82 75 20 2 2 45 erfen . . 20 16 D 1.03 .89 26 2 614 andos . . 16 6 B .70 55 26 4 286 i-ri-.ll . . 2O 18 B .80 75 32 4 641 baria . . 16 6 B .70 55 20 2 194 eone . . 20 18 B .80 75 26 2 517 barot . 16 6 D .89 55 26 4 320 emaro 2O 18 D 1.03 .96 3 2 4 812 basan . . 16 6 D .89 55 20 2 216 ezia . . 20 18 D 1.03 .96 26 2 657 basse . . 16 8 B 7 .60 26 4 315 eolum 24 14 B .89 .66 3 2 4 676 bara . . 16 8 B .70 .60 20 2 209 emie . . 2 4 H B .89 .66 26 2 54 1 beran . . 16 8 D .89 .60 26 4 375 effen . . 2 4 H D 1. 16 .82 32 4 1009 bevel . . 16 8 D .89 .60 20 2 232 elazo . . 2 4 H D 1.16 .82 26 2 853 bero . . 16 10 B 7 .68 26 4 356 estro . . 24 16 B .89 7 3 2 4 7 2 5 bias . . 16 o B .70 .68 2O 2 230 esta . . 24 16 B .89 .70 26 2 580 biam . . 16 o D .89 .68 26 4 415 erata . . 24 16 D 1.16 .82 3 2 4 1075 biolan 16 o D .89 .68 2O 2 252 erolla . . 2 4 16 D 1.16 .82 26 2 919 biate . . 16 2 B .70 75 26 4 4<>5 eriate . . 2 4 18 B .89 75 3 2 4 764 bione . . 16 2 B .70 75 2O 2 256 erarla . . 2 4 18 B .89 75 26 2 609 bonca 16 2 D .89 75 26 4 465 escos . . 2 4 18 D 1.16 .96 3 2 4 1123 bolla . . 16 2 D .89 75 2O 2 279 ebas . . 2 4 18 D 1.16 .96 26 2 967 brona . . 16 4 B .70 .66 26 4 402 ently . . 2 4 20 B .89 .80 3 2 4 824 begi . . 16 4 B .70 .66 2O 2 278 infer . . 2 4 20 B .89 .80 26 2 659 belag . . 16 4 D .89 .82 26 4 506 ingab . . 24 20 D 1.16 1.03 3 2 4 1184 belas . . 16 4 D .89 .82 2O 2 317 igam . . 24 20 D 1.16 1.03 ..26 1044 All weights are approximate. L 4987 P 68-73 94 U X I T K I ' S T A '1 CAST IRON I 1 1 } K A X D FOU KD1 . Y COMPANY Standard Flanged Special Castings for Water _ ... - -. 1- - :_ TT r^ Standard Flanged Reducers, 30 to 48 Inches TABLE No. 57 Continued linal Thickness. In,hes Weights, Pounds t >t t*r Im Class A Class H CUss C Class D V s Class A Clatift B Class C Class I) f t, Code Code Code Code Enof Emiff Rpac Fped Jrrintc jo 18 .88 75 75 .JO 37 .96 36 4 780 863 1019 1111 tie lira 30 18 .88 75 .20 .96 37 .96 66 4 uf 4 i 612 1935 2113 entl jo to .88 .80 03 .80 .30 37 03 36 4 i 8 ^ 908 "79 eota etra 30 30 BO 34 .88 .88 .80 89 .03 .80 89 .30 . 2O _I7 .03 .16 66 36 1021 3053 1333 2237 1310 etros erolla 30 J6 H 20 .88 99 89 .80 '5 89 .80 .30 .36 ,l< 1 .16 3 66 3' 1746 1162 1906 1283 3333 1540 3503 1703 eriate J6 30 99 .80 '5 .80 .36 03 66 i8c 17 I "99 3546 3*37 ece* J 34 99 89 '5 80 .36 '.58 .16 & u8i ] 1699 1867 rmur 36 '4 99 '5 89 .36 . i f i .58 .16 66 0( |6 305 2807 3103 eret 30 99 .88 15 1.03 .36 .58 37 y l6l7 885 3016 eras J 30 99 .88 >5 1.03 .58 37 66 12! 16 3 *5' 3113 exre . . 4J ao .10 .80 .28 .80 54 .03 78 03 4J 7 590 19>5 JIJO emen 4' 30 .10 .80 .28 .80 54 78 66 9 3585 3150 3505 erve era 4' 4' .10 . 10 -89 .80 .at .38 S M 54 .78 78 . !' 66 "547 351 J lljo 3074 34'4 3379 3779 infer 4' 30 .10 .88 .38 1.03 54 .JO .78 37 M 1992 3257 2568 igar 4J .88 .28 54 .78 37 66 ft 1 134 3713 4350 1 1 In ^ 4J 36 99 .38 '"5 54 .78 58 ja 1 8! 5 1 173 3563 3933 KUlln 43 48 36 3 . I'l .J6 :8 I.IJ 1.03 54 7' .ao .78 58 37 66 4 4 JO! ao > 4 "74 2675 ' 15, K. 48 3 .36 .88 4' 1.03 T .30 37 66 4 6 437" 1 30 .88 4' 1.03 7' 37 ! 3 a 4 6439 7670 1MB 48 99 I.I] 71 58 33 4 IS 1 i43 Idum 48 3 .36 99 - 4 J 1.15 -71 58 66 4 3< >5 i 1090 4861 itant 48 36 .26 99 . 4_. I.IJ 7' 96 58 132 4 1 8516 0810 Iras 48 4J 4' 1.28 7' 54 .96 78 y 4 3739 3348 3801 Ipsc 48 4J . j*> 1.10 4-' l.iS 7' S4 .96 .78 66 4 7 I 264 58n Ivos . 48 4J 1.38 T 96 78 3 4 7954 9558 10981 l'-74 Standard Flanged Off-sets TABLE No. 58. Code Word, Epif **- / Code Terminal Norn' Piam. Class t Inches r h 1 Apjirox. \Vc-IK'lll Inches ^^V 1 T KS ,,^o^L 1 1 ame atore avel 4 D .53 6 D .55 8 D .60 24 24 33-90 33-oo 33-90 ii ^^^. "v' ^^^ area 10 D .68 24 33-9 341 l__x x ^.^ ^_ aril .... a no* abor .... bas.oe . . 13 D .75 14 B .66 14 D .8* 6 B .70 2 $ 33-9 50.90 50.90 50.90 s 838 ^^^^ "^* * 1 ban 6 D .89 3 50.90 1050 ^<, ^J belie balk 8 B .75 8 D .96 50.90 50.90 1333 ft *"" * bucu B Xo 48 8 67.90 I.V40 I rnmn 30 D 1.03 I 8 28 67.90 1703 Standard Klanwl Off-sets derot . . della 4 B .89 24 D !.!' 60 60 5 84.80 S 84.80 "34 3754 Made up with standard ilan^cd , curve* 11 ( nr flange diameters, bolt circles, etc. ' - All ' approximate. 95 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Blank Flanges Screw Flanges /tT C "" ' x " ^^^ fc S i f^^^j^n^ Blank Flanges 3-14 inches, no Ribs; 16-30 inches, 3 Ribs; 36-48 inches, 4 Ribs. TABLE No. 59. Code, EpOg TABLE No. 60. Code, Epal Code Terminal Nominal Diam. Inches Class D t, t. Approx. Weight Pounds Code 'erminal Nominal Diam. Inches Class D S P t Approx. Weight Pounds acet 3 D 7-50 -65 .85 9 acet . 3 D 7.50 4.38 1-50 .85 9 and! . 4 D 9.00 -65 .91 14 aca 6 D 11.00 .70 .96 23 and! . 4 D 9.00 5.50 1.6 3 .91 12 umus . S D 13-50 -75 1.03 36 aca 6 D II .OO 7.63 1-75 .96 18 bero . 10 D 16.00 .80 I. 15 55 bio 12 D 19.00 -85 I .26 84 amus 8 D 13.50 9-75 2.00 1.03 27 eces 14 B 21 .OO -85 I. 12 94 emur . 14 D 21.00 .90 1.36 108 bero . 10 D I6.OO 12. OO 2.25 I- 15 40 eras eunt . 16 1 6 B D 23.50 23.50 .90 I.OO 1-47 127 bio . 12 D ig.OO 14.13 2.38 1.26 60 evon . evi 18 18 B D 25.00 25.OO 95 1.05 1.26 1.57 150 177 eces . 14 B 21. OO 16.50 2.50 I. 12 76 eppe 20 B 27.50 I.OO 1-33 194 emur 14 D 21 .OO 16.50 2. 5O 1-36 84 enno . 20 D 27.50 1-15 1.68 234 iez 24 B 32.OO 1-05 1-47 278 eras . 16 B 23.50 18.50 2.63 1.18 90 Idas . 24 D 32.00 1.25 1.87 341 eunt . 16 D 23.50 18.50 2.63 1-47 103 icell . 30 A 38.75 I- 15 1-45 423 igar 30 B 1.15 1.68 452 evon . 18 B 25.00 2O.5O 2.75 1.26 107 illus . 30 C 38.75 1.32 1-93 518 * iculo . 30 D 38.75 1.50 2.19 589 evi . 18 D 25.OO 2O.50 2.75 1-57 1 20 ilia itude . 36 3 6 A B 45-75 45-75 1-25 i .40 i .62 1.86 647 732 eppe 20 B 27.50 22.50 2.75 1-33 128 irem . itio . 36 36 C D 45-75 45-75 i. 60 i. 80 2.17 2.50 844 959 enno . 20 D 27.50 22.50 2.75 1.68 145 idous . 42 A 52-75 1.40 1.78 955 iez . 24 B 32.OO 26.50 3.00 1-47 174 kem kunger 42 42 B C 52-75 52.75 1.50 1-75 2.05 2.44 1053 1238 idas 24 D 32.00 26.50 3.00 1,87 189 linos . D 1 . 05 2.80 I^Q7 ' 1^5232 linu . lock . 4 8 4 8 A B 59-50 59.50 1.50 1.65 2. 02 2.26 1328 1469 These flanges can be chased for smaller pipes than given loto . 4 8 C 59.50 1.95 2.70 1745 above. low 4 8 D 59-50 2.20 3.07 1975 For drilling, etc., of blank flanges and screw flanges, see Table No. 41. All weights are approximate. 1^-5232 96 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Flanged Special Castings for Water T \BI.E No. 61. Manifolds Code Word, Esad Standard Return Bends TABLE No. 62. Code Word, Esef Code Terminal i)iam T N K S p L !l =11 8gj 4 D 7.50 1.16 I93 6 i. Code Terminal = t '- ill S T 1. U ill tore . . 4 6 D I) 5" 55 5-50 6.50 1 .00 3.00 "H vel . 8 1) 7-75 5-50 167 rca 10 D .68 9.00 8.00 Jfto ril u U 75 10.50 t.oo .194 p-59 P-fu Standard Split Sleeves with and without Branch Outlet. TABLE No. 64 Weight 3 E 1. Holts Pound* i C ?! i! T < 11 With- out Hrunrh With Urunch ** E"" r* 5 Size No. Cod* Code i,,. Etll me tore 4 6 I) D TO 5-7 7.80 4 :8 6 6 B 109 vel . 8 D 4 .00 6 133 156 rca o D 80 2.10 4 .13 6 158 181 ril I) ^8 S 6 8 mm '55 no* 4 B 6.10 6 .00 8 264 >97 bor 4 D 9 6-45 6 i * 8 286 3"> baMc 6 H .90 8.40 6 13 8 323 356 hm 6 D l.oo 8.8., 6 8 359 39? sir 8 8 B D 95 .05 20.50 20.92 6 6 '3 '3 8 8 373 406 502 bucu ao B .00 2.60 6 '3 8 428 461 bonne 20 D '5 3.08 6 '3 8 Sol 53S dero* (4 B ,05 6 "3 8 535 568 delta *4 D * J7 '" 6 '5 8 5 I 5284 See Table So. 43 for flangr diameter*, bolt circles etc. All weights are approximate. 97 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for High Pressure Service Curves See Table No. 8 for Dimensions and Weights of Lugs Standard Curves, Bell and Spigot, for High Pressure Service. TABLE No. 65 y t Curves. Code Word, Etom % Curves. Code Word, Evag 1*8 Curves. Code Word, Evel Ill o 5 c Class t Code Term'l r k S *% C Mo fT?F? Code Term'l r k s IN! Code Term'l r k ill fco 0n * 6 F .61 atore . . 16 22.60 8 153 atore . . 24 8.40 6 127 6 H .69 ani . . . 16 22,60 8 178 ani . . . 24 8.40 6 8 F 7 1 avel . . . 16 22.60 IO 237 avel . . 24 8.40 6 186 8 H .80 act! ... 16 22.60 10 273 act! . . . 24 8.40 6 213 o F .80 area . . . 16 22.60 12 353 area . . 24 8.40 6 266 o H .92 ance . . 16 22.60 12 409 ance . . 24 8.40 6 37 2 F .89 aril . . . 16 22.60 12 466 aril ... 24 8.40 6 35 2 H 1.04 amus . . 16 22.60 12 548 amus . . 24 8.40 6 410 4 F 99 anos . . 18 25.50 12 637 anos . . 36 7.60 6 563 4 H .16 abor . . 18 25.50 2 746 abor . . 36 7.6O 6 660 6 F .08 basse . . 24 34.00 2 922 basse . . 7.60 6 690 6 H 27 bara . . . 24 34.00 2 1104 bara . . 16 7.60 6 827 8 8 F H 39 beige . . balk . . 24 24 34.00 34.00 2 2 1138 1372 beige . . balk . . 36 36 7.60 7.60 6 6 854 IO3O o F .27 bucu . . 24 34.00 2 1361 bucu . . 48 36.70 6 1228 20 H 5 1 bonne . . 24 34.00 2 1626 bonne . . 48 36.70 6 I 4 68 F 60 6 IQ78 deros . . 46.80 E etra etra . 60 6 etra . . . 46.80 F etros . 60 6 etros . . 46.80 2686 06 E 80 igar. 68.90 igar 180 36 F .02 icell . . . icell. . . 90 68.90 5255 icell . . 180 7O.2O 5255 Standard Sleeves for High Pressure Service. TABLE No. 66. Code Word, Evin k - w Standard Sleeves for High Pressure Service For dimensions a and b, see Table No. 3 Code Terminal Xominal Diameter Inches Class D L T Approx. Weight Pounds atore . . 6 F 8.02 IO 75 Si acet . . . 6 H 8.18 IO 85 93 avel . . 8 F IO.22 12 85 126 ani . . . 8 H 10.40 12 95 141 area . . . o F I2.4O 12 95 171 agus . . o H 12.64 12 05 189 arie . . . 2 F I4-58 M 05 239 asis . . . 2 H 14.88 M .20 274 anos . . 4 F 16.88 15 15 324 abor . . 4 H 17.22 15 35 379 basse . . 6 F 19.06 '5 25 393 bara . . 6 H 19.44 "5 45 461 beige . . balk . . 8 8 F H 21 .24 21.68 15 15 .40 65 491 583 bucu . . o F 23-44 15 50 57' bonne . . o H 23.92 15 75 672 deros . . 4 F 28.00 15 .70 764 etra . . . 3 B 34.20 15 .80 IO23 etros . . 3 F 34-56 "5 .00 "39 igar . . . 36 E 40.70 15 2.05 1389 icell .... 36 F 41.14 15 2.30 1560 All weights are approximate. -4871 r N I T K I > STATES CAST IRON I' I 1' K AND F O U N IJ R Y COMPANY Standard Special Castings for High Pressure / / M = = m\ * n V/TT /Z- i tf i j^~^^ ///^ ^N\i/y j _I 1 J(( \\\q-*--x i f* f -. \i Jl r ' T "x Standard Branches tor High Pressure. '1 ^/ 'ABLE No. 67 Code Terminal Nominal Diameter Inches P Approximate weight ndi Terminal Nominal I >iiinu*ter Inches Class , P Approximate Weight PotindH 4-Way 3 -Way 4-Way Code Code e f Evon Evup f Kvon Bvup atore . . . 6 6 i- 12 12 247 317 barot . . . 16 12 F 17 17 aim- . . . 6 6 H 12 12 ;j,| b&san if. 12 H 17 17 atico . . . 8 6 I'- 3 13 b&sse . . . 16 14 F 17 17 anha . . . 8 6 ll 13 bara . . . 16 H 17 17 avel .... 8 8 F Ij 3 IK- ran . . . 16 16 F 17 17 atico 8 - 11 U "3 bevel . . . 16 16 II 7 17 . anion . . . in ! M '4 hiam 18 6 F 18 18 atore . . in d II 14 14 hi. .Ian 18 6 H IS IS anis ... in 8 F 14 M biate . . . 18 8 F 18 18 afft In H 14 14 bione . . . 18 8 H 18 18 area I'l 1.1 F 14 M bonca . . . 18 10 F i- IS anion . . I.i IO H 14 M bolla 18 IO II 18 IS amus . . . 12 6 F 15 15 I 1 brona 18 12 F IS 18 i 1 aclie 12 6 H 15 15 8 be K i 18 12 H IS 18 d V. at inn . . . 12 8 F 15 IS _c a belag IS 14 F IS IS C c ance . . . 12 H IS IS betas . . . 18 14 II 18 IS acho . . . akor . . . 12 12 IO 10 P H 15 15 IS 1 1 c beige . . . balk IS 18 Id II. F H IS 18 IS 18 1 1 aril .... 13 12 F 15 IS o s bell IS 18 F 18 13 3 3 aca .... 12 12 H 15 IS X >t belon . . . IS 18 H 18 18 ^ j^ atur . . . 14 6 F Id id "a "3 beure . . . 20 6 F 19 '9 "c "5 avero . . . 6 H Hi n, herd . . 20 6 H 19 19 o arizo . . . 14 8 F 16 K. _o biene 20 8 F 19 '9 u "O a averi . . . U 8 H id id 2 J: bill 20 8 II 9 a -2 .irate . . . 14 10 F 16 Id binal 20 IO F 19 9 atorem '4 IO H 16 1 6 bin! 20 10 H 9 19 anos . . . 14 12 F id id bio ... 20 12 F >9 19 abor . . . 14 12 H id 16 biros 20 12 H '9 '9 abaris . . . M 14 F id id brlto 20 14 F 19 19 aclty 14 14 II id If. hn.ni . . . 20 '4 H 9 '9 avate . . . id 6 F 17 17 bur. in 20 If) F '9 "9 acibus . . 1 6 6 H 7 17 boroi . . . 20 If) H '9 '9 alite . . . Id 8 F 7 17 bucu . . . 20 IS F 19 aliina . . . If) g H 17 17 bonne . . 20 IS H '9 '9 andos . . . If. 10 F 17 17 hril ... 20 20 F '9 '9 barla If. 10 H 17 17 bunt 20 20 II "9 19 1^-4871 . inrhes made to order only in steel. For other tees u to j', inches. *ee Table No. .,. All weights are approximate. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for High Pressure Service Standard Reducers and Increasers TABLE No. 68 Nominal Thick- Xominal Thick- Diameter ness Weight, Pounds Diameter ness Weight, Pounds Inches Inches Inches Inches rf Class V S-G 0) t- n v = ,- "d 11 Class V ffO o> _^ U C "oj -On ^ 0) '5< [t]pQ u fe ^K ^ X ,^K ' c- e f t, t. ! ** Jl e f t, t> CO *~ Code Code Code Code Code Code Fab Fait Pels Fab Fait Fels atico . 8 6 7 1 .61 F 8 141 182 173 holla . 8 IO 39 .92 H 20 55' 7'7 614 atore . 8 6 .80 .69 H 8 165 2IO "99 brona . 8 12 "7 .89 F 2O 5<>5 642 574 anion . IO 6 .80 .61 F 8 177 2 34 209 begi . 8 12 39 1.04 H 20 604 77 683 aril IO 6 .92 .69 H 8 208 270 242 be lag . 8 '4 "7 99 F 2O 556 692 640 anis IO 8 .80 7i F 8 207 264 247 belas . 8 M -.39 1.16 H 2O 659 825 765 abor aimis . IO 12 8 6 92 .89 .80 .61 H F 8 8 240 218 33 287 286 250 beige balk . 8 8 16 16 39 i. 08 1.27 F H 20 2O 605 7 2 7 742 893 710 852 abaris 12 6 1.04 .69 H 8 258 336 292 binal . o IO .87 .80 F 26 6.7 773 674 alum . 12 8 .89 71 F 8 248 3'7 289 bini . o IO 5' .92 H 26 73 923 793 aca 12 8 1.04 .80 H 8 2QO 369 336 bio o 12 .27 .89 F 26 668 824 737 acho 12 10 .89 .80 F 8 284 353 34* biros . o 12 5' 1.04 H 26 792 985 870 allzo 12 lo 1.04 .92 H 8 333 412 39 6 brito . o 14 27 F 26 727 882 812 atur I4 6 99 .61 F 20 281 366 313 brom . o "4 51 1. 16 H 26 856 1050 962 avero . '4 6 1.16 .69 H 2O 328 433 362 buron . o 16 27 i. 08 F 26 784 940 890 arizo . 14 8 99 7 1 F 20 3'3 398 353 boroi . o 16 5' 1.27 H 26 935 1129 IOOI avert . 14 8 1.16 .80 H 2O 362 467 408 bucu . o 18 27 1.17 F 26 856 IOI2 993 arate . '4 IO 99 .80 F 2O 35 435 407 bonne . o 18 S 1 1-39 H 26 1024 1217 1189 atorem IO 1.16 92 H 20 408 513 470 cape 4 "4 45 99 F 26 895 "IS 980 anos . H 12 99 .89 F 2O 394 479 463 cire 4 16 45 i. 08 F 26 953 1173 ios8 akor '4 12 1.16 1.04 H 2O 461 566 539 del 4 18 45 1.17 F 26 1025 1244 1161 avate . 16 6 .08 .61 F 2O 33 ' 436 363 deros . 24 20 45 1.27 F 26 1104 324 1260 acibus 16 6 .27 .69 II 2O 396 521 43" dering 3 18 55 1.17 E 26 1231 1536 "367 alite . 16 8 .08 7' F 20 362 467 43 dellos . 3 18 73 '39 F 26 1337 1674 "473 atima . 16 8 .27 .80 H 2O 43 555 476 entis . 3 20 55 1.27 E 26 1310 1615 1465 andos . 16 o .08 .80 F 2O 400 505 458 eola 3 20 73 1-51 F 26 1416 1754 1572 bar la . 16 O .27 .92 H 2O 476 601 538 etra 3 24 55 i-45 E 26 '479 1784 1698 barot . 16 2 .08 .89 F 2O 444 549 5"3 etros . 3 2 4 73 '45 F 26 1584 1922 1804 basan . 16 2 .27 1.04 H 20 529 654 607 erolla . 36 20 .80 1.27 E S 2 1872 2290 2028 basse . 16 4 .08 99 F 20 494 599 579 eriate . 36 20 .02 1.51 F 32 2048 2534 2203 bara 16 4 27 1.16 H 2O 584 709 689 eces 36 2 4 .80 '45 E 2065 2482 2285 blate . 18 8 17 7 1 F 20 424 560 464 i-niiir . 36 2 4 .02 F 32 2240 2726 2460 bionne 18 8 39 .80 H 2O 506 671 55" eret . 36 3 .80 '55 E 2300 2718 2605 banea . 18 10 '7 .80 F 20 462 598 5-8 eras 36 3 .02 '73 F 32 2596 3082 2934 S = 8 for all sizes. All weights are approximate. ^-4857 I X I T !: I 5 T A I !: S CAST IRON I'll' K A N I) F < > T N I > K V CO M I' A X V Standard Special Castings tor Hiyh Pressure Service Standard Steel Tees \\ith Flanged Branches, High Pressure Service TABLE No. 69. (.'ode Word, Fer Terminal inn] Ilium.. Inv i P . \imrox. .,-ht I'.iumis Terminal Inal Hium.. In- 1 P Appt ..\ \\>-i>;ht I'niinils f f atum . . . 12 I'- 15 15 darb 3 14 F 18 26 ance . . 12 ll i? dort 3 16 E '9 26 arizo . . . M 8 I'- 16 dalt 30 16 F '9 26 averi . . . M S ll 16 11. derinji . . . 30 18 E 20 26 alite 16 8 I'- '; 17 1 dellos 30 IS F 20 26 1 atima 1 6 8 ll "7 17 * ebam . . 30 20 E 21 26 biate 18 g F it o entib . . 3 2O F 21 26 - bione . . i- 8 II i- b elazo 36 12 E 15 27 | btene 20 - I'- 19 tg i- -t m . . . 36 12 F 15 27 bill 8 ll 10 c erolla 36 *4 E 18 29 c o borne . . . 24 I" F 21 21 w erlate 36 4 F 18 29 7 cana . . . 24 12 F 21 11 ebas 36 16 E >9 29 cape -4 M F 31 21 I ently . . . 36 16 F 9 29 8 clre . . . 24 16 F 21 21 g form . . 36 r8 E 20 29 jj del 24 18 r 21 21 w S falcon 36 18 F 20 29 a S 9 den is . . 24 2i> F 21 21 Ramos 36 20 E 21 29 deur 30 12 E 15 24 gareo . . 36 20 . F 21 29 dra 30 12 F 15 24 iab 36 24 E 23 29 dangis . . 14 E IS 26 lltadu 36 24 F 23 29 Expansion Joint, High Pressure TABLE No. 70. Code Word, Fil Expansion Joint for High Prenntire Service Code Terminal Nom'l I lium. Im tu-> A B T Pounds and! 4 5.00 15 57 128 aca . 6 - "" 17 .61 207 amus S 5-5 18 .71 329 bero . 10 6.00 19 .So 474 bio . 12 6.00 20 .89 650 P-41 All rtangcs f.ir high pressure service xhnuld be ordered " Tongue and (inxive," or " Tongue and Recess." See Table No. t>. .imeter of flanges, bolt circles, etc.. see Table Xo. 71. itthts are approximate. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Flanged Pipe for High Pressure. TABLE No. 71 a a +J CO ojS U5 Class K soo-Foot Head, 217 Pounds Pressure Class F 6oo-Foot Head, 260 Pounds Pressure " "o Code Word, Flat . Code Word, Flen S Term'l C "0*3 o^ o 1 tf. Weight, Pounds per 01 " Weight Bolts 41 Weight, Pounds per O . 4-> 0) Weight Bolts o r Q 35 o 2gg Foot Length Single Flange M Single Joint Lbs. |Sf Foot Length Single Flange 111 a " Single Joint Lbs. atore . 6 12.50 10.63 12 .58 37-74 496.00 21 .32 ^ 10.94 .61 39-52 519.00 22. 17 % ii .06 avel . 8 15-00 13.00 12 .66 54-66 718.00 3 I - 2 5 % 16.42 7 1 60. 61 794.00 33-20 y% 16.68 area . . 10 '7-5 15-25 16 74 78.74 1032.00 43-47 22.54 .80 84.67 1109.00 46.63 % 23-04 aril . . 12 20.00 17-75 16 .82 104.15 1366.00 58.20 y% 23.20 .89 112.43 1474.00 62.48 % 23-74 abaris . H 22.50 20.00 20 .90 i33-8 1748.00 75-63 y% 41.44 99 146.22 1919.00 82.27 % 42.58 beran . 16 25.00 22.50 20 .98 165.00 2173.00 96-57 i 42.50 1. 08 180.79 2381 .00 105.62 43-82 bell . . 18 27.00 24.50 24 .07 202 . 32 2650.00 in .24 i 52-37 1.17 219.81 2879.00 120.88 53-95 bril . 20 29.50 26.75 24 IS 222. 18 2939.90 136.65 i -/a 74.11 1.27 262 . 52 3450.00 149-95 / 76-51 dicort . 2 4 34.00 31-25 28 .31 328.52 4311.00 184-53 118.36 1-45 361.64 4746.00 203.05 122.47 e Ultra . 3 41 50 38.00 S 2 55 484.71 6443.00 1^8 181.70 1-73 537-94 7126.00 335-n g 233.12 icu lo . 36 48.50 44-75 36 .80 674 '9 8997.00 453-12 iK 266.22 2. 02 748.72 9950.00 482.83 333-90 Class G -7oo-Foot Head, 304 Pounds Pressure Class H Soo-Foot Head, 347 Pounds Pressure Code Word. Flob Code Word, Plus atore . 6 12.50 10.63 12 65 42.85 560.00 22.80 K 11.24 .69 45-22 591.00 24.04 Yi. 11.42 avel . . 8 15.00 13.00 12 75 65.05 848.00 33-9 1 % 16.92 .80 68.79 898.00 36.08 % 17.28 area . . 10 17-50 '5-25 16 .86 92-54 1206.00 48.08 H 23-53 92 98.47 1284.00 51-13 % 24.02 aril . . 12 20.00 17-75 16 97 124.63 1625.00 64.91 I 24.40 .04 132.91 1734.00 69-43 34.62 abaris . 14 22.50 20.00 20 1.07 160. 16 2092.00 84.98 I 43-64 .16 172.58 2255.00 91.86 44.86 beran 16 25.00 22.50 20 1.18 199.16 2608 . oo 108.98 1/4 45.14 .27 214.94 2812.00 116.43 '/a 63.76 bell . . 18 27.00 24.50 2 4 1.28 244.61 3183 oo 124.06 iH 76.80 39 264.13 3437.00 133-74 'A 78.94 bril . . 20 29.50 . 26.75 2 4 1-39 2 94 39 3841.00 154.00 i '4 103.46 5i 318.30 4153.00 166.54 'A 106.49 * Flanges as ordered, per Table Xo. 72. L-4,67 Tongue and Groove Tongue and Groove Joint * Flanges can be made either tongue and groove or tongue and recess, as shown in Table i^ No. 72. ~f J TABLE No. 72 Tongue and Recess Tongue and Recess Joint Nominal Code Word, For Code Word, Pres Inches A B C D E F B C E F atore .... 6 7-38 8.38 8-44 7-31 .19 '3 8.38 8.44 .19 -13 avel .... 8 9-38 10.63 10.69 9-31 25 .19 10.63 10.69 25 .19 area .... o 11.25 12.75 12. 8l ri . 19 -25 .19 12.75 12. 8l .25 .19 abaris . . . 4 15 .OO 16.50 16.56 H-94 25 .19 16.50 16.56 25 19 beran .... 6 16.75 18.50 18.56 16.69 25 19 18.50 18.56 25 .19 bell .... 8 ig.OO 21. OO 21. 06 18.94 25 .19 21. OO 21. 06 25 .19 bril .... 20 21. OO 23.00 23.06 20.94 25 19 23.00 23.06 25 .19 dicort .... 24 25-50 27.50 27.56 25-44 25 19 27.50 27.56 -25 .19 engra .... 30 32.OO 34-50 34-56 3i-94 3' 25 34-50 34.56 -3 1 .25 iculo .... 36 38.50 41.50 41-56 38-44 31 25 41.50 41.56 .25 For flange diameters, bolt circles and bolts, see Table No. 71 above. J. B. L. D 7 UN] T F. l> S T A 1 - T 1 RON P1PK A N I) FOUN DRY COMPANY Standard Flailed Special Castings For 250 Pounds Working Pressure i *^ C tnr v^^^ \, ^ ( ^/ _r /T 1 L K/ PX^ V7 Stan* ard Flanged '4 Curves* Standard Flanged ' s Curves 1 BLl No. ".; Code Word, Ffin TABLE No. 74. Code Word, Ffol Terminal Nominal Diameter Inches Class t Lppros. Terminal Nominal er CU Inches HS t 1 : "\ , ame 4 F 5i ame . . 4 I .57 4 50 53 atore 6 F 8.50 93 atore 6 ' .61 5 50 89 avel 8 F .71 avel . . S .71 6 oo 140 area IO F .80 II. JO 240 area . . 10 ' .80 7 oo 209 aril 12 r .89 aril . . 12 ' .89 8 oo 301 anos . . M F 79 anos . . 14 .99 8 oo 390 hasse 16 F basse 16 i. 08 9 oo 516 beige it F i.i; beige 18 1. 17 9 50 632 bucu 2o F 1.27 !(*# bucu 20 1.27 10 oo 780 deros 24 F 1 l : 1647 deros 24 1 r 1.45 ii 50 1133 to bel'iw rix. irdin^ I 1 '30 P- iS L^^^J ' Standard Flanged Reducers* r L _^ ^ T \BI.K No. 75. Code Word, Frud Code Terminal Nominal Diami -ter t t, i. Approximate Weight Inches Pounds aras (. x 4 F .61 57 66 atico 8x6 F 7' .61 n 112 anls 10 x 8 F .80 -71 12 169 acho 12 X 10 F .89 .80 M 245 akor 14 x 12 F 99 .89 16 347 basan 16 X 12 F .08 .89 16 39 bara 1 6 x 14 P .08 99 If) 445 beige 18 x 16 F -17 1.08 18 582 borol 20 X 16 F 27 i. 08 20 680 bonne 20 X 18 F 27 I.I? 20 753 della 24 X 20 F 45 1.27 22 1016 All flanges are "Tongue and tlroove" or "Tongue and Recess" as shown in Table No. 71. P 35 For flange diameters, bolt circles, etc.. see Table No 71. All weights are approximate. 103 UNITED STATE S CAST IRON PIPE AND FOUNDRY COMPANY Standard Flanged Special Castings Continued For 250 Pounds Working Pressure L ^ -J ^0 -4 ^^ 1 N X -L , 1 L ^rtt^r: 1 / J to Standard Flanged f JT^ '1 * > "ees and Crosses* Standard Flanged Base Tees* TABLE No. 76 TABLE No. 77. Code Word, Qan c Approx. Code Term'l d Weight gfe Efl Pounds C *'&'" Term'l .3 L La Tee Cross i i- !: A N i > FOUNDRY c o M F A x v Standard Bell and Spigot Gas Pipe Standard Gas Pipe. The tables of standard gas pipe and the following tab:. special castings, were adopted as the standard of the American (las Light Association at the thirty-third annual meeting, held at Milwaukee, \Vis._ October i8th to zoth, 1905, and have lK-en accepted by this Company as standards for gas P'P<-' :im ' specials. In Table 79 the thicknesses and weights for pipe are given for service under ordinary conditions. In Table No. So somewhat heavier pipe are listed, as used by many gas engineers for service in the larger cities and towns, under paved streets, and especially those on which the traffic is heavy. They are also preferably used for lines laid in newly made streets, or where the sub-soil conditions are such as to make the heavier pipe desirable. The past few years have shown a very marked increase in the quantity of these heavier pipe that is being put down. Evidently the lessened breakage and leakage resulting from their use is appreciated. The two standards of bell differ only in joint room and in the form of the lead groove, and either class of pipe may IK.- supplied to order, with either lead groove, as preferred. cmciit joints, we make pipe with and without grooves, some of our friends preferring simply plain bells. As to special castings, we are as rapidly as possible making the necessary preparation in new patterns, fixtures, etc., to enable us to supply any of the standards called for. Mean- while, unless these standards are specified, we may furnish special castings from regular patterns of the nearest dimensions and weights. All weights for gas specials are estimated, and some castings, therefore, may exceed somewhat the usual variation percentages. All of our Standard (las Specials are made with grooves in bells as shown in cut alxjve Table No. 79. Standard short length bell and spigot pipe in lengths to lay 12 inches, varying by 6-inch steps up to lengths to lay 72 inches, are classed as Special Castings. In ordering these short length bell and spigot pieces for gas pipe, Table No. 45 may be used with the code stem "Cionba" prefixed to the terminals. Milan! Flanxi-il pipe for <'*, sec puff* 116. 105 UNITED STATES CAS T IRON PIPE AND FOUNDRY COMPANY h AH Standard Gas *' Tr~""J* > O*' 4- f -X Pipe s X = .75 inch on 4 and 6 inch 01 *'* Y = .19 inch on 4 and 6 inch X = i. oo inch on 8 to 48 inch Y = .25 inch on 8 to 48 inch .7S*) ^^-^ r : 1 n TABLE No. 79 . Code Word, Gil Code Terminal Nominal Diameter Inches Outside Diameter Inches Thickness Inches Diameter Sockets Inches Depth Sockets Inches Weigh! Pounds per Pipe Special Castings Pipe Special Castings Foot Length ame .... atore .... avel .... area .... aril .... be ran bril .... dicort engra iculo .... lieu .... tras .... 4 6 8 IO 12 16 20 24 30 36 42 48 4.80 6.90 9-05 II . IO 13.20 17.20 21.34 25-52 3L74 37.96 44.20 50.50 40 -43 -45 49 54 .62 .68 76 .85 95 1.07 i .26 5.So 7.90 10.05 12. IO 14.20 18.30 22.59 26.77 32 - 99 39.21 45-45 51-75 5.80 7.90 10.05 12. IO 14.20 18.30 22.59 26.77 32.99 39.21 45.45 51.75 4.00 4.OO 4.00 4.00 4-50 4-50 4-50 5.0O 5.00 5.00 5.oo 5.00 4.00 4.00 4.00 4.00 4.50 4-50 4-50 5.00 5.00 5.00 5.00 5.00 19-3 30-3 42.0 55-8 73-8 in. 3 151.4 204. i 282.2 379-0 497-3 664 . o 232 364 670 885 1334 1817 2449 3392 4549 5967 7968 I 1 Standard Heavy Gas Pipe Y P-56 75 inch on 4 and 6 inch 19 inch on 4 and 6 inch oo inch on 8 to 48 inch 25 inch on 8 to 48 inch | T to 4* 2V %= ^~^\^ X= i te 40V.35"- ; H T ^-* r TABLE No. 80. 1 Code Word, Gon Code Terminal Nominal Diameter Inches Outside Diameter Inches Thickness Inches Diameter Sockets Inches Depth Sockets Inches Weight Pounds per Pipe Special Castings Pipe Special Castings Foot Lenifth ame .... atore .... avel .... area .... aril .... beran brll .... dicort engra iculo .... lieu .... tras .... 4 6 8 IO 12 16 20 24 30 36 42 48 5.00 7.10 9-5 II. IO 13.20 17.40 21.60 25.80 32.00 38.30 44.50 50.80 42 47 49 51 57 .65 -75 .82 i .00 1.05 1.26 1.38 5.8o 7.90 9-85 11.90 14.00 18.40 22.6o 26.80 33-00 39-30 45-50 51.80 5.80 7.90 9-85 Il.go ' 14.00 18.40 22.60 26.80 33-oo 39-30 45-50 51-80 4.00 4.00 4.00 4.00 4-50 4.50 4-50 5.00 5.00 5.00 5.oo 5.00 4.00 4.00 4.OO 4.OO 4-50 4-50 4-50 5.00 5.OO 5.OO 5.00 5.00 20.0 32.8 45-3 58-7 76.1 117.2 166.7 224.0 442-7 581.3 739-6 240 394 544 703 913 1406 2OOO 2688 3887 5312 6975 8875 P- 5 6A I Of) or THE I UNIVERSITY .' UNI T i: 1 S T A T K S CAS T 1 R (.) X 1' I 1' K AND F () T N I ) R Y COMPANY Standard Special Castings tor Gas Standard '^ Bends, 4 to 14 inches TABI.K No. Si Standard ' + Curves, 24 to 4S indies TABLE No. 82. Code Word, Grid Approx. Weight 1'onnds Code Terminal -^ i; H 1 K i Hull - 'A Otm( Oren ante 4 4" 4.=" 3.00 61 51 atore . 95 83 avel 8 4? 8.00 123 area 10 4') 7.50 UK, aril 12 .54 ii. aj 21 .00 9.00 263 basse . .(a 14.?" 24. 00 18. OO 449 401. hi ii. n . 20 .68 17.7? 27.c) 608 deros . 24 21.1x1 -,. > . I i 18.00 001 Code Terminal = i* .-5 '-j '-. (i K K S Annrox, Weight Pounds deros 24 .76 42.40 3 12 1 145 etra 3 .85 50.9 1.07 84.80 60 12 4544 ocet . 4* 1.26 93-32 66 12 6531 P-6 Standard % Bends, Type i TABLE No. 83 Standard ' ., Bends, Type 2 TABLE No. 84. Code Word, Grol ninal \\\ :.n ^ X2 = H 1 K Approx. Weight Pounds ame . . 4 40 13.65 3.16 4 74 atore . 6 43 14.48 4-23 6 "3 avel . . g 45 15.31 5-3 8 I6l area . . IO 49 16.14 6.39 IO 2IO aril . 12 54 16.97 7.22 12 29! Approx. Weight _a * Pounds Code Terminal - (i 11 I K , Bells i Bell ? Code Code Z Oral Our ame . 4 .40 3.16 20.50 4 59 atore . 6 43 4.23 21.50 6 9 94 avel 8 45 5-3' 22.25 8 129 35 area 10 49 6-39 23.00 IO 168 182 aril . 12 54 7.22 24.01) 12 237 252 basse . 16 .62 9.12 25.00 16 397 407 bucu . 20 .68 II .03 27.25 20 577 598 deros . 24 .76 12.94 29.00 24 etra . 3 85 15.67 31.50 30 1298 ites on page 105. P-6A All weights are approximate. See following page for ' . curves, jo to 48-inch. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Gas Continued Standard Curves TABLE No. 85. Code Word, Quz Code Terminal ^ %?, G K R Approx. Weight ZG Pounds bucu . . . 20 .68 36.70 48 60 1 deros . . . 24 76 45.90 60 960 etra . . . 30 .85 45-9 60 I3H gar . . 36 95 68.90 90 2443 lapel . . . 42 1.07 68.90 9 3204 ocet . . . 48 1.26 68.90 90 4248 Standard T V Bends, Type i TABLE No. 86 a Approx. Weight .$a Pounds Code Terminal ~-i y G H I K 2 Bells i Bell 3 Code Code Z; Hal tied ame . 4 .40 2.69 20.25 6 58 58 atore . 6 43 3-53 20.75 9 87 91 avel . 8 45 4-38 21.25 12 124 130 area . 10 49 5-22 22.00 15 1 60 174 aril . 12 54 5.81 22.50 IS 223 2 3 8 basse 16 .62 7.27 23.75 24 369 385 bucu . 20 .68 8. 7 I 24-75 10 530 550 deros 24 .76 10. 16 26.OO 16 787 etra . 30 5 12. 2O 27.75 45 1164 P-4 Standard iV Bends, Type 2 TABLE No. 87. Code Word, Him See notes on page 105. All \veights are approximate. See following page for ^ curves, 20 to 48-inch. Code Terminal V P ^ . zoS G H I K Approx. Weight Pounds ame . . 4 .40 14.70 2.69 6 75 atore . . 6 43 15.53 3-53 9 114 avel . . 8 45 16.38 4.38 12 162 area . . 10 49 17.25 5.22 15 211 aril . . 12 54 I7.8I 5.81 18 290 P-6B 108 r N i T K i > * T A T i: s CAS T IRON i- 1 i> r. AND FOUNDRY c o M p A N Y Standard Special Castings for (ias Continued Standard i' Curves TABLE No. 88. Code Word, Hon Code Terminal Nominal fl K K Approximate Weight Inches Pounds bucu 20 .68 37.50 96 602 deros 24 .76 46.80 120 960 etra 30 .85 46.80 120 1326 tear ..... 95 70.20 I SO 2443 lapel 4- 1.07 70.20 1 80 3204 ocet . 48 1.26 70.20 I So 4248 Standard Caps TABLE No. 89. Code Word, Hus 16 to 30, two ribs 36 to 48, three rib- See- notes on page 10$. I. UK* at center u to 14 inrhes, at aide y> to 48 inchei Far plug** hat flanges and bushings, c page 114. ]' : split sleeves, hub sleeves, solid ftleeveft, service sleeves, sec page 113. All weights are approximate. P-a Code Terminal Nominal 1 itami'tfr Inches D K <; Approx. Wriht Pounds ame 4 5.80 4.00 .40 24 atore . 6 7.90 4.00 -43 35 avel 8 10.05 4.00 45 50 area 10 12.10 4.00 49 63 aril . 12 14.20 4.50 54 92 basse 16 18.30 4-50 .62 152 bucu 20 22.59 4.50 219 deros 24 26.77 5.00 76 3'4 etra 30 32.99 5.00 85 467 tear . . 36 39.21 5.00 95 665 lapel 42 45 45 5.00 1.07 936 ocet 48 5>-75 * .00 1.26 1294 P 17 109 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Gas m \ _. See notes on page 105 ^ V B= ^ l f D [ ' T r* ~Ei\ c- "- - ff I ( / ^\ \ k n H H 4 11 11- , \ t fftfj^ .--^^ ' t 1 i =4=* Standard Tees and Crosses for Gas. =k i TABLE No. 90 Code Terminal I Weight, Pounds Nominal Diameter Inches Thickness Inches Crosses Tees H j 4 Bells 3 Bells 3 Bells 2 Bells A B C D Code Code Code Code Ibas Ibet Ibiv Iboc ante 4 4 .40 .40 8 8.00 20 M3 108 IOI aras 6 4 43 .40 8 8.00 20 i 78 171 '43 J 35 atore . 6 6 43 43 8 8.00 2O 199 191 "53 '45 anha . 8 4 45 .40 10 10.00 22 2 30 221 195 185 alien . 8 6 45 43 IO 10.00 22 262 253 211 20 1 avel 8 8 45 45 10 IO.OO 22 29! 281 225 215 afft . 10 4 49 .40 12 II. OO 2 4 286 280 249 243 union . IO 6 49 43 12 12. OO 24 328 322 273 267 anis 10 8 49 45 12 12. OO 24 366 360 2 9 I 285 arco IO 10 49 49 12 12.00 24 4 36 400 312 305 aclle . 12 4 54 .40 14 I3.OO 26 399 387 357 345 amus . 12 6 54 43 M 13.00 26 426 415 370 359 alum . 12 8 54 45 M 13.00 26 465 454 39 378 acho 12 IO 54 49 *4 I4.OO 26 5 33 492 409 398 aril ... 12 12 54 54 14 I4.OO 26 5 57 545 435 424 avate . 16 6 .62 43 17 I5-50 29 5i 629 593 allte . 16 8 .62 45 17 I5-50 29 6 34 671 614 592 andos . 16 IO .62 49 17 16.00 29 734 712 635 612 barot . 16 12 .62 54 1? 17.00 29 794 771 664 642 beran . 16 16 .62 .62 17 17.00 29 920 898 728 75 beure . 20 6 .68 43 19 16.00 31 8 ?8 850 824 796 hit-no . 20 8 .68 45 19 16.00 31 930 902 850 822 hinal . 2O IO .68 49 19 17.00 31 9 34 957 877 850 bio ... 2O 12 .68 54 19 17.00 31 IOII 983 890 863 buron . 20 16 .68 .62 19 19.00 31 1170 "43 970 943 bril 2O 20 .68 .68 19 19.00 31 12 (8 122O 948 920 bills . 2 4 8 .76 45 2 19.00 33 1266 1219 1189 "43 borne . 24 IO .76 49 2 19.00 33 1314 1267 1213 "67 cana . 2 4 12 76 54 2 20.00 33 13 75 1328 1244 "97 clre 24 16 76 .62 2 21.00 33 '452 1405 1252 1204 deros . 24 20 .76 .68 2 21.00 33 1632 1585 1372 1326 dlcort . 2 4 24 .76 .76 2 21. OO 33 '7 17 1670 1398 1351 deaw . 30 10 85 49 15 23.00 27 -4 59 M32 1383 1327 deur . 3" 12 85 54 IS 23.00 27 15 ;o ! . 1411 1355 dort . 3 !6 85 .62 19 24.00 29 1842 1786 1646 1590 entU . 3 20 8s .68 21 24.00 34 2086 2051 1811 1776 etra . 3 24 85 .76 23 24.00 36 2306 2271 1964 1929 engro . 3 3 85 85 26 26.00 4' 2669 2677 2187 2195 elazo . 36 12 95 54 15 25.00 27 r 9 J4 1872 1808 1746 ebas . 3 16 95 .62 19 26.00 29 2235 2173 2073 2OII iranins 36 20 95 .68 21 27.00 34 2571 2538 2298 2265 igab 36 24 95 .76 23 27.00 36 28 t6 2813 2493 2459 jgar . 36 3 95 85 26 27.00 4' 32 J9 3253 2779 2804 iculo . 36 36 95 95 29 29.00 44 36 54 3708 3084 3108 All weights are approximate. P-7 f N I T K I> S T A 1 C A s r IRON 1> 1 1' E A N It I' O U N DRY COMPANY Standard Special Castings for (Jas Continued iiulard Tees and Crosses for (las. TABLE \<>. 90 Continued inal Diain Im Thickness Inches i Weight, Pound* Crosses Tees Code Terminal H J 4 Bells 3 Bells 3 Bells , Bells B c D Code Code Code Ibas IM IhK Iboc ibui 4' 16 .07 .69 30.00 9 a8 7 8 733 1651 kolea .... 4' ao .68 u 30. oo 35 an lln" lard . . 4' 4' J4 3f> i 30. 30. 00 oo 4' 3487 3*75 3443 3907 3'47 3454 3'3 3486 lapel ... 4' J6 .07 95 ao 30. 00 44 3859 leaba .... .07 1.07 oo 47 4954 43 nary ... 4< .6a '9 33.00 9 3^6 347' 1"S] ostel .... 48 ao .j6 .68 11 oo 34 39l6 3680 3688 orijen 48 a4 33- 00 36 4300 3968 3975 orios .... 48 30 a6 33- oo 41 4768 4877 4359 4468 oltoe .... 48 36 .96 9 33- oo 44 533a 5440 4794 49a ocet .... 48 4' 1.07 3* oo 47 5370 tlfab 48 48 .f I.S6 35 35- oo 50 BfM 5793 590' ? P-7 a^_ .. . S -- ^ u ^ \ J 7 ~ \ s \. la. Standard Y Branches for Gas ^V^^^fc See notes on page 105 Cv^aT /xy V) W / x<2*C TABLE NO. 91 *r Code Terminal Nominal Diameter Inches Thickness Inches H J K Weight, Pounds 3 Bells j Bells A D Code Code B tart ante 4 4 40 11.15 , ,5 3.16 7., 6 106 87 aras 6 4 43 1; 5 5- >5 4-aS 8-5 157 '3' atore .... 6 43 42 '! 5 5 4->5 8. as 174 anha . 8 4 45 -4 11 8. 80 5-3' 9-3' at8 184 alien . 8 6 45 43 19-3 9- 0$ 5-31 9-3' 338 a3 avel . 8 45 4! B JO 9- jo 5-3' 9.31 3 59 aas am ... lo 4 49 1 75 aa. 00 6-75 10.75 ago 50 anlon . to 6 49 43 "75 M. 5 6-75 0-75 310 anls . area 8 49 49 45 49 a.7S "76. 75 7->5 4^5 beran bril . . . 6 16 .61 .68 .68 !'t S3 J; 3 53 9. ta 11.03 j.6a 5-53 s 1184 dlscort 24 '4 .76 43.00 43- oo 8.00 1870 >7>3 rngra . kuk. S JO 36 95 SI'S" 60.38 S: s 13-75 F o P X I) R V M I' A X V Staiulanl Special Castings for Gas Continued Split Sleeve, Complete with Bolts TABLE No. 94. Code Word, Ideb Holts ^4 Term'l In. A In. ( i In. 11 In. rL No, Diiini In II aca . . i 3-38 .38 g. "75 4 75 "1 acet . 3 4.80 75 ', 75 a ame 4 5-80 .40 la. 75 atore 6 7.90 4.1 11. a -75 6 75 8a vrl 8 10.05 4--: IS- 3.00 8 75 US area . 10 49 IS- 8 75 If arie basse n j.*, 18.30 15. 18. 3-75 8 o 75 875 15 3->3 hiKU ao .68 18. 3-75 875 417 deros 14 7 f> 18. 3-75 o 875 54"> etra J2-99 .*--. 18. 3-75 o 875 igar 39-" 05 18. 4-50 1.00 9J4 lapel ft 18.0 O l.oo ocet 48 |S.O 1 .00 1480 R" iml !' pipe for which the hole is tupped. Service Sleeve, Complete with Bolts TABLE No. 96. Code Word, Idoc Term'l Si/c In. A In. b In. Q In. H In. ,1 R In. I.bs. aca . . a V8 a-35 18 8 75 l.5 1Q amu* a 3-3B -35 .38 8 75 1.50 *Q acet . i 4.8O 3-4 -38 3 75 i. as 54 anl . 3 4.80 3-4<> .jg a 75 .5o 54 me . . 4 5.80 40 2 75 61 tore 7.90 S-'7 43 a 75 3.00 88 avel 8 10.05 45 5 3.00 3.00 130 Hub Sleeve, Complete with Bolts TABLE No. 95. Code Word, Idle Terminal In. A In. II In. In. II In. , J n. N In. \V K t UM. area . ftl* . in 6 . in 6.55 6.55 49 49 8 3-o J.CO O.OO '73 i arie " 4 M 5 3.00 4.00 Mb u h 7.64 8 3.00 6.00 tNlfttC i" 9.80 .61 8 6.00 HI bam . 16 8 3" 9.80 8 8.00 bucu . *J 6 11.97 .68 8 6.OO (43 bonne 10 8 11.1,7 .68 8 4M bunt "50 8 3'7S i' Mav be ordert-tl Dtxiblc Hub. word. Idlm. Add terminal ti> Solid Sleeve TABLE No. 97. Code Word, Iduf Code Terminal Size In. A In. In. H In. Wfft I.I- aca ..... a 3.38 38 8 '7 acet j 39 a 3) atore 4 6 s'so 40 43 a a 61 avel . 8 0.05 45 5 97 area ..... 10 a. 10 49 5 119 arie la 16 si" 54 .61 i all bucu ao ' a-59 .68 8 deros 14 16.77 .76 8 47 etra JO .85 8 64* gar 3 39-ai 99 8 88 tapel . 4' 45-45 1.07 8 IIO3 ocet 48 51-75 i.a6 8 "'" All weights are approximate UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Standard Special Castings for Gas Continued 12 to 24 inches inclusive, Lugs at center 30 inches and larger Lugs at side For Patent Screw Plugs, see page 119. Plugs. TABLE No. 98. Code Word, Ifab Code Terminal Size In. A In. G In. H In. & Weight Pounds acet . . 3 3-8o .40 5-25 4.00 6 ame . . 4 4.80 .40 5-25 4.00 9 atore . . 6 6.90 43 5-25 6.OO 15 avel . . 8 9-5 45 5-25 8.00 23 area . . 10 11.10 49 5-25 IO.OO 34 aril . . 12 13.20 54 6.00 12. OO 56 beran . . 16 17.20 .62 6.00 22.OO 9 T bril . . dicoft . . 20 24 21-34 25-52 .68 .76 6.00 6.50 36.00 60.00 '33 197 engra . . 30 31-74 85 6.50 78.00 308 iculo . . 36 37-96 95 6.50 oo.oo 453 leaba . . 42 44.20 1.07 6.50 120.00 657 tigab . . 48 50.50 1.26 6.50 150.00 947 For Caps, see page iog. _ C TABLE No. 99 Hat Flanges. Code Word, Ifec Code Terminal Size In. A In. C In. G In. H In. N In. Weight Pounds aca . . . 24 x 6 6 13-50 43 4 13.0 67 ame . . . 24 x 8 8 15-5 45 4 13.0 90 alizo . . 24 X 10 10 17-5 49 4 13.0 in aras . . . 24 X 12 12 i9-5 54 4 13.0 149 am us . . 30 x 6 6 13-50 43 4 16.0 67 atum . . 30 x 8 8 15-50 45 4 16.0 89 acho . . 30x10 10 !7-5 49 4 16.0 no aril . . . 30 X 12 12 19.50 54 4 16.0 146 bero . . . 36 x 6 6 !3-5o 43 4 i9- 2 5 66 bias . . . 36 x 8 8 I5-50 45 4 i9- 2 5 88 biam . . 36x10 10 I7-50 49 4 19-25 no begi. . . 36 X 12 12 19.50 54 4 !9-25 144 bio ... 42 x 6 6 I3-50 43 4 22.37 66 brom . . 42 x 8 8 15-5 45 4 22.37 88 bucu . . 42 x 10 10 17-50 49 4 22.37 109 bril . . . 42 X 12 12 19.50 54 4 22.37 144 eces . . . 48 x 6 6 13-50 43 4 25-50 66 emiir . . 48 x 8 8 15-50 45 4 25-50 88 emo . . . 48 X 10 IO 17-50 49 4 25-50 108 ebat . . 48 X 12 12 19.50 54 4 25-50 144 Not machined. P 14 Hat Flanges are adapted for connecting small line to large main already in use, or may be used in new work. TABLE No. 100 Bushings. Code Word, Ifid Code Sixe A B C H Weight Terminal In. In. In. In. In. Pounds atore . . 6x 3 4.60 6.65 6.90 4-5o 21 ame . . . 6x4 5.80 6.65 6.90 4-50 12 avel . . . 8x 4 5.80 8.80 9-05 4.50 32 acity . . 8x 6 7.90 8.80 9.05 4-50 16 area . . . 0x6 7.90 0.85 II. IO 4-50 44 abans . . ox 8 10.05 0.85 1 1. 10 4-50 19 aril . . . 2X 6 7.90 2-95 13.20 5.00 64 bell . . . 2X 8 10.05 2-95 13.20 5.00 61 bril . . . 2 X IO 12. IO 2-95 13.20 5-00 26 Bushings. All weights are approximate. P i. 114 N I T K I) S T A T K S CAS T IKON 1' 1 I' AND K ( I T X I ) R V COMPANY 4 1 T X A < G Standard Special C'listitigs for (ias C'oiu. and Holder Drips. TABLE No. 101 Appro\. d \Vgt.. I.bs. Term'l A C H J o Si Yard lll.lr Hot Ihlg aca - 4 4 57 55 4 49-00 129 530 5" ame '1 43 47.00 547 520 atnre 8 18 8 45 J<>4 793 in cl 18 .64 49 43-oo 185 - . area . i j .-4 12 .76 61 M 358 1310 aril . 3" -85 73 54-75 658 beran ao -8s 73 .68 50.56 600 brll 24 85 .76 4-38 2278 JUS dlcnrt 95 84 .85 51.38 904 3389 - emrra 85 45-38 1087 icula 48 4' 1.07 1-41.4 traha 48 48 '" 7220 Weights -I-- nt include plugs. tapped for ausfiini tdppec/for Z'pipe Alternate Tapping of Plugs :;: TABLE No. 102. Code Word, I gat Code Term'l Size L M Code Term'l Size I. M veto . . lo "75 a.oo dlcort . . . 3 4-75 4.00 areat . . arlla . . n 16 '75 4-75 2.00 4.00 ST. 3 4> 4-75 4-75 4.00 4.00 beran . . JO 4-75 4.00 kab . . 4 4-75 4-00 hnl.i *4 4-75 4.00 Holder Drips For yard and holder dripn, plug* ** i A r i: > CAS T i i< o \ i- 1 \> K A N i> K < > r x DRV COM i- A N v Standard Flanged Castings tor (ias ^^ Lvz^Lj . Helld ick (>(>enin>f Hand-hole ItemK Code. Larb Flanged ' 4 Ik-mi* without ln.ltrtl hand-liuK*. and with hand-hole or base Standard Flanged ' Bends Standard Flanged ' 4 Bends. TABLE No. 105 TABLE No. 106. Code, Lod ._ u Al'prox. Weight. I.''* u a Ti ||| C T K 11 Plain Hand- hole Base II- Code Code Code Lab Lee 1 mi me 4 6 40 9.00 7.00 46 lore 6 8 4.1 3-00 8 00 53 "85 75 avel 8 o 3.00 9-25 87 38 110. area . 10 I 49 0.50 "4 169 73 aril . bane . bucu u 90 3 8 !o8 4.00 4-00 5.00 t.oo 181 276 450 295 370 '53 4" 662 iler.is if to 76 5.00 8.75 950 etra 3 24 .85 5.00 2.00 1044 1^8 '549 'ifar 36 9 95 5-SO 5-50 '755 2428 lapel 4 3> 1.07 5-5" 9366 '47' ocet . 48 35 1.26 5-5 3382 J477 5166 | u | Ti i "5 C T R * r = U y o.i.5 u> t H *fi a me lore avel . 8 3-49 4-23 5.63 43 45 2.00 3.00 3.00 "7 69 area . aril . . bafM hum 10 12 90 5-44 6.62 8.82 49 54 .62 .68 4.00 4.00 4.00 S*oo 99 '35 '93 deros 4 9-5 5.00 428 etra . . 30 11.76 85 5.00 091 Ijcar 14.65 95 5-50 1002 ocet . '. 4* 48 5-8j 1.07 1.26 5-50 5-5 '548 9157 P 78-70 P-8o Hand-holes =* im-hes 4 16 7 .61 30.50 .00 37.00 554 della . '4 J 6 .68 4-50 3-5 410 etra 30 20 .85 .68 39.00 3-50 .00 45-50 906 etros . Ipv 30 3ft 24 4 .85 95 7 z 6 24.00 48.00 3-0 3-00 3.00 3.00 54.00 72* 1403 Icell . lapel . 36 4* 30 jo 95 1.07 .85 85 24.00 48.00 3.00 3.00 3.00 3.00 30.00 54.oo 1890 tarcl . 42 36 1.07 95 24.00 3.00 3.00 30.00 1337 ocet. . 48 1.26 95 48.00 3.00 3-o 54-00 S36 omen . 48 42 1.26 1.07 24.00 3.00 3.00 30.00 '777 All weights art approximate. 1- ll UNITED STATES CAS T IRON PIPE AND F O U N DRY COMPANY Standard _ ^-i . Flanged Special Castings for Gas Standard Flanged Tees and Crosses - TABLE No. 108 f i KJ~ ^ 1 Tit--; O jL-_ J.. t .._?__ Sec Table Xo. 104 for Flange Diameters, Bolt Circles, etc. HT J ^ j -t-i-- Code Term'l Xominal Diameter Inches Thickness Inches C Approx. Weight Pounds Code Term'l Xominal Diameter Inches C T lickness Inches R Approx. Weight Pounds R Tees Crosses Tees Crosses A H t. t, Code Meg Code Mil A li t, U Code Meg Code Mil ante aras atore . atico . avel anion . anis area a turn . acho aril andos . barot . beran . bio h ti ron . 4 6 6 8 8 IO IO IO 12 12 12 16 16 16 20 20 4 6 6 8 6 8 IO 8 IO 12 10 12 16 12 1 6 6 .40 8 -43 8 .43 o .45 o -45 i .49 i .49 i .49 2 -54 2 .54 2 -54 4 .62 4 .62 4 .62 8 .68 8 .68 .40 2 40 3 43 3 43 3 45 3 43 4 45 4 49 4 45 4 49 4 54 4 49 4 54 4 .62 4 54 5 .h2 5 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 49 79 82 125 174 187 192 246 262 269 375 399 396 644 667 63 98 104 155 163 204 232 237 286 33 429 476 47 7'5 809 bril clre deros . dicort entis . etra engra . igab . igar i cu In . lard . lapel . leaba . oltoe . ocet tigab . 20 24 2 4 24 . 3 30 30 36 36 36 42 42 42 48 48 48 20 16 20 24 20 24 30 24 3 3 30 36 42 3 42 48 18 20 20 20 24 24 24 29 29 29 3 2 32 35 35 35 .68 .76 '85 85 85 95 95 95 .07 .07 .07 .26 .26 .26 .68 .62 .68 .76 .68 .76 : 7 I 85 95 85 95 1.07 95 1.07 1.26 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5-50 5-5 5-50 5-50 5-50 5-50 5-50 5-5 5-5o 653 874 923 897 '393 1466 1442 2171 2302 2272 3118 3262 3193 4447 457 4544 779 989 1086 1044 1556 1698 1654 2291 2660 2606 3442 374 3585 4842 5099 i 3-3 *fl "t" P- 7 6 Standard Flanged Base Tees TABLE No. 109. Code Word, Mold See Table No. 104 for Flange Diameters, Bolt Circles, etc. C - =b -1 - C 1 f 1 i u f 1 Code Term'l Nom'l Diam., In. Thickness Inches R H Approx. Weight Pounds Code Term'l Nom'l Diam., In. C Thickness Inches R H Approx. Weight Pounds A B t, t, A B t, t, ame aras atore . atico . avel anion . anis area alum . acho avil andos . barot . beran . bto buron . 4 6 6 8 8 o o o 2 2 2 6 6 6 o 4 4 6 6 8 6 8 IO 8 o 2 O 2 6 2 6 6 .40 8 -43 8 -43 o .45 o .45 i .49 i .49 I .49 2 -54 2 -54 2 -54 4 .62 4 .62 4 .62 8 .68 8 .68 4 .40 43 43 45 43 45 49 45 49 54 49 54 .62 54 .62 2.OO 3-oo 3.00 3.00 3.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 5.0C 5-oc 7.00 8.00 8.00 9-25 9-25 0.50 0.50 0.50 i .00 1. 00 I.OO 5-25 5-25 5.25 6.75 6.75 63 103 106 161 168 230 243 248 323 339 346 528 552 549 870 894 bril cire . deros . dicort . entis . etra . engra . igab . igar iculo . lard . lapel . leaba . oltoe . ocet tigab . 20 24 24 24 30 3 30 36 36 36 42 42 42 48 48 48 20 16 20 24 2O 24 30 24 i 42 42 4 8 18 20 20 20 24 24 24 29 29 29 32 S 2 35 35 35 .68 .76 76 .76 .85 .85 .85 95 95 95 .07 07 .07 .26 .26 .26 .68 .62 .68 .76 .68 76 85 76 85 95 85 95 1.07 95 1.07 1.26 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5-50 5-5 5-So 5-50 5-5 5-50 5-50 5-5 5-50 16.75 18.75 18.75 18.75 22.00 22.00 22.00 25-50 25-50 25.50 29.00 29.00 29.00 33-00 33-oo 33-00 880 1203 1252 1226 1921 J994 1970 2979 3110 3080 439 4453 4384 6272 6 395 6379 All weights are approximate. P-77 118 r N T BD s T A T \ > T i k (> N 1 1 1' K AND I o r N 1> R V CO M 1' A N V 1 r r Cast Iron Pipe Columns. TABLE No. 1 10 Code Terminal for I .en gtli D 4- Inch Pipe Word. Mane Pipe Mopa 8-Inch 1'ipi- \Vor.l. Mulo inch Pipe Code \V..,.:. Muml Hase and Top Custir.K. i., Inches Square. Wright an.! T..)) -itfht Bane and Ton ;ir. 14 Inches - .-. Wei^hl Ion .,-. .'. loenei Square. Weight ' utuls WgM. \V K -ht Load Wghl Lad L.*d clons . 6-0- i 60 7" 245 1C mnx 359 if>44io 428 2242H) cure (, (, 17' 54130 98310 ,6a4oo 4&I jalson 7' " 83 280 410 160350 500 jarius .. I'M 94100 436 158200 535 Jl - ill Q datlon . 8' o' 206 . 1(2040 462 571 2ll<2lM> dator . 8' 6* 217 4fM 4" 333 - 607 H39OO dear . 29 44590 35 5'3 151200 643 21 UPOO debit 9-6' 240 42800 85450 539 678 1O93OO demus r ' o' 251 41050 564 1462(10 7'4 20()4 81040 590 437oo sbalg . . n o' 274 421 . 615 141160 785 202200 8lK 11 6' 285" 36160 439 76700 642 138570 821 199800 MJ i i i sloch . . smuff . 12 0" 126' 297 308 34670 33220 457 474 74580 71600 692 135920 13334" - 893 197400 195000 ' weight f base and top castings f actor of safety. 8. Ends of pipe are mach ,l j. Tops and bases furnished without bolt i Gordon'* formula. holeK unless othir- g bolt for tyinjf to Standard Screw Plugs for Gas and Water Mains (Patente STATES CAST IRON PIPE A N 1> !' < > V N I > R Y C O M P A N V Krktioual Heads at (iivcn Rates of Discharge in Clean Cast Iron 1'ipes for Kach 1,000 Feet of Length V u C -3 - 3 - 4 -inch Pipe 8-inch Pi|x- ii-inch Pipe i4-inch Pipe city in I Fric. Head i2 Head tl 11 Fric. Head Vl-lm'ilv in 1 Fric. IKa.l Velocity in Feet llentl Velocity in 1 Fric ll.-ail Feet 14* I.I.-. 1.1)-. Feet Lbs. Feet I.bs. Feet U,, *5 SO too 00 3 400 lot Z 00 Son 900 EjDOO 1,200 . 1,600 1,800 2,000 3,000 4,000 4'50o 36*000 360^300 504,000 . 1,152,000 1,440,000 1,728 ooo 2,016,000 2,304,000 2,880^00 4.330*100 f 26 38 l6 .87 I O8 M 05 7.66 8.91 10.21 ii.?? 'S-3 17.87 7 3 16.05 38.09 84.06 109.68 1*8-43 244.76 6-95 13.17 8.83 36.94 36.50 47-50 73.87 '43-98 1.70 ''7 1.84 3-40 3-97 4-54 5-67 i.Si 15.88 18.15 2.28 6.00 8. S 3 11.48 ,4.8, 18.73 44-54 57-95 71. 1 1 90.05 218.61 288.90 356-H 1.70 3.60 3.69 4-97 6.45 8. ii 9.97 14. t| 19.08 35.10 31-67 38.99 55-96 75-97 99.03 '54-3 96 t'.to 2.1) 'K 9.87 iss 5-09 5-74 6.3! 7.66 8-94 10.31 11.47 ia.77 15-96 i .01 1-51 i'.'al 3.68 4.61 5-64 8.03 10.83 14.05 17.68 11.74 I 4 '* 4 69.22 85.27 132.70 .X. '59 l.oo 1:3 7^69 9.41 13-47 18.15 29.98 36.93 57-49 : i .02 1.23 '43 1.63 1.83 1.43 1.86 !'.<* 4-9 5-71 6-53 7-35 8.17 11.15 . aa .36 54 It 99 1.93 2.72 3.66 4-73 5-93 7-> 10.38 14. oj 18.11 38.35 43-87 62.92 . !<' .16 43 55 .69 84 1. 18 'S8 1.05 1.57 3-'5 4-50 6.07 7-89 9-95 "34 19.00 43 57 99 !:,! I. JO 1.98 3.37 3-40 3-97 4-54 5-n 5-67 8.51 9-93 .10 .16 M 39 43 54 .67 .81 '14 1-52 1.96 a-45 3.00 4.36 5-74 7-44 9.36 11.50 17.81 95.51 34-58 4 07 . lo 'i .18 35 49 .66 85 1. 06 '30 '.85 3.33 4.06 5-00 7-72 14.98 41 51 73 83 94 1.04 1.46 3.08 2.50 3.91 3-33 3-75 4-'7 6.35 8-34 9-38 05 .08 .13 .'6 .91 -33 40 55 73 94 1.17 '43 9.09 3-5' 4-41 11.93 16.14 31 .OO 26.49 .05 07 . 11 14 '7 94 4' .63 .88 1.18 1.51 1.91 a-34 3-17 6.99 9.10 11.47 500 1.000 1.500 2,000 2,500 3*500 , 4.500 8,000 QtOOO ' : ... 14,000 l8.000 , 720*100 - 4,3*0*000 . 11,530,000 . . 1 5,840,01 , 17.280,000 18,720^000 30,160^100 21,6000100 . i6-inch Pipe iS-inch Pipe 90- inch Pipe 94-inch Pipe 3o-inch Pipe 36-inch Pipe .80 1.60 . -7 I 6l .09 34 .6, 1.26 i go '3 44 .06 '9 1.09 .08 04 . 12 31 7' 1.06 4 .13 .09 3 45 .68 .01 04 .00 .03 .16 31 .OI .03 .00 .01 J.lq 3-99 4-79 5-59 6.38 7.18 1.82 4-14 6. 19 8.37 10.87 13.70 6.85 30.33 i . 11 1.88 3.68 3-63 4-71 5-93 7-3 8.71 1.51 3-'5 3-78 4-41 5-04 5.67 6.30 6-93 7-57 9-45 3-48 4-70 6.09 7.67 11.38 '3-49 1.51 3.03 9.64 3-3* 4.08 4.91 5-84 3.04 a-55 3.06 J:S 4-59 5. II 5.63 6.13 7-15 '47 9.09 9.81 " 3 10.86 9 1.32 4-7' 1.42 1-77 i!84 3-19 3-55 3-00 4.96 4-96 5.67 6.38 4' .69 7 1.16 1.88 3.31 I'll 4-43 5-75 7-95 .18 a? .38 5 65 .83 l.oo 1.90 1.43 1.93 3.49 3-'4 '13 1.36 \'M a.4 3.37 3.50 3.73 3.18 4.08 4-54 5.00 5-44 6.36 6.80 '5 .93 3 40 Sa 64 78 94 t.ll '49 '93 * 4 I 3.98 3-59 4-aS 4-97 5-75 6.58 09 '3 17 .23 .38 34 2 65 .84 55 84 15 .63 79 95 l.lo 1.36 1.43 'SB 1:5 3-'5 3-78 4-09 4-4' 4-73 5.05 5 3* 6-3 .00 09 '3 '7 .33 17 33 .61 .80 '47 '74 3.03 a-35 2.69 3-04 3-43 3-83 4-7' .04 .06 7 .13 '4 '7 .30 7 35 43 S3 75 .88 1.09 I.I? 3 1-49 1.66 3.04 See text on pugc following. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY The application of this table is fourfold. It may be used to ascertain the maximum discharging capacity of a pipe under a given head, or to ascertain the diameter of a pipe for a given discharge and head. It may also be used to ascertain loss of pressure for a given rate of discharge, or to determine the volume of water flowing through a pipe from the reduction of pressure. Velocity and entrance head are not included in the figures for frictional head and may be omitted for ordinary mains, but should be added for high velocity. Discharge and velocity will be affected somewhat by the condition of the mains, number of specials and valves in the line, etc. As an example of the maximum quantity of water an 8-inch pipe will discharge, take 7,500 feet of 8-inch straight cast iron pipe, under a head of 160 feet, which, divided by 7.5, gives 21.33 as the frictional head per 1,000 feet of pipe. The table shows 1,000 feet of 8-inch pipe under 21.74 feet head will give a flow of approximately 1,000 United States gallons per minute. To ascertain the diameter of pipe for a given flow, we may take as an example a delivery of 1,900,000 gallons in twenty- four hours through a line of pipe 25,000 feet in length, under pressure due to 150 feet head, from which we figure a frictional resistance of 6 feet per 1,000 feet of pipe. By reference to the table, we find that under a frictional head of 5.74 feet per 1,000 feet, a line of 1 2-inch pipe will discharge 2,016,000 gallons in twenty- four hours, which approximates the desired delivery close enough for ordinary use. If we would ascertain the extra work or loss due to friction in a line of pipe, we must know the diameter, flow and head pumped against. Take a lo-inch line, 4,000 feet long, which is delivering 900 gallons of water per minute at a point 100 feet above the pump. By reference to the table, we find the frictional head per 1,000 feet of lo-inch pipe delivering 900 gallons per minute is 5.93 feet or 23.72 feet loss due to friction for 4,000 feet of pipe; so that the pump must work against a pressure due to 123.72 feet head. The quantity of water flozving may be determined by noting the loss of pressure per 1,000 feet of pipe. Thus, allowing for difference in level, if the frictional loss be 2^ pounds in 1,000 feet of lo-inch line, we find by the table the flow is 900 gallons per minute. If this frictional loss amounted to i^ pounds we would have a flow of 700 gallons per minute. TNI T K I > S T A I I'. > CAST IKON I' I I' K AND K < ) f N I) R V C O M !' A N Y Friction Heads tor ^ required ti> overcome \' ninety-degree circular bends y h B > Radius of Hend in Diameter* of l'i|- i .mi 1.35 IS 2.0 3.0 5-0 Hemd, in Feet I .ind .003 .002 .001 .001 .001 .001 3 ."!> .009 .007 .005 .005 .004 .004 3 .14" .041 .015 .012 .on .010 4 .224 .073 .036 .026 .021 .019 .017 .016 5 .113 .041 .033 .029 .027 .035 6 .162 .08l .059 .048 .042 .036 7 .761 .321 .110 .080 .05? .053 .050 8 994 .288 .114 .104 .086 .074 .069 .065 9 1 . 2(1-1 .3^5 .182 132 .108 .094 .086 .082 10 I . njn .45 .225 ^.163 .134 .116 .106 . IOI n 2.340 .649 -324 .236 .192 .167 .'53 '45 The above table has been calculated by the well known Weisbach formula, for pipe or bends of circular cross section, i.e., round water pipe specials. Let R = radius of curve or bend in inches r = radius of section of pipe in inches K = coefficient of resistance v = velocity of flow in feet per second a" = angle embraced by curve or bend (a right angle bend =90') h = friction head in feet or decimal of foot g = acceleration due to gravity = 33.2 Then And K= 0.131 + ' v a h = K x 2g I So Suppose a 90 bend of circular cross section, 20 inches diameter (r = 10) and 25 inches radius of curvature (= R.) what friction head is developed by a velocity of flow of 27,896 feet per second ? K = 0.131 7 -~ = 0.306 And - 64.4 180 123 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Motion of Gas in Pipe The following tables are computed by the formula given below, in which Q = Quantity of gas in cubic feet per hour. L = Length of pipe in yards lineal. D := Diameter of pipe in inches. H = Head of water pressure in inches. G = Specific gravity of gas = .400. D=.o 5 6* G L H If it is desired to ascertain the quantities discharged of gas of any other specific gravity, multiply the quantities indicated in the following tables by the square root of .4, and divide the product by the square root of the specific gravity of the other gas. If the length of the pipe is one-fourth of the lengths given in the table, the discharge of gas will be doubled. If the length of the pipe is four times greater than the lengths in the table, the discharge of gas will be only one-half. Four times the pressure doubles the discharge of gas. Table Showing the Discharge of Gas in Cubic Feet per Hour, through Pipe of Different Diameters and Various Lengths in Yards Lineal Pressure of Water in Inches, i, 1.5, 2, 2.5. Specific Gravity, .400 4 Inches Diameter 6 Inches Diameter Length Length in Yards I 1-5 2 2.5 I 1-5 2 2.5 too 6,831 8,370 9,658 10,800 100 18,820 23,050 26,6OO 29,770 150 5,580 6,830 7,888 8,817 150 15,370 18,820 21,700 24,300 200 4,829 5-920 6,826 7,674 2OO 13,310 16,400 I8,800 21,000 300 3,944 4,829 5,577 6,233 300 10,870 I3,3io 15,370 17,180 500 3.055 3,740 4.320 4,829 5OO 8,418 10,310 11,940 13,310 750 2,420 3,055 3,522 3,944 750 6,872 8,418 9- 720 10,870 1,000 2,160 2,646 3,052 3,413 I.OOO 5,950 7,290 8,420 9,410 1,250 1,932 2,366 2,732 3,052 1,250 5,340 6,320 7.540 8,415 1,500 1,761 2,160 2,490 2,789 1,500 4,860 5,970 6,860 7,672 1,750 1,634 2,000 2,310 2,582 i,75o 4,500 5,500 6,366 7, "5 2,000 1,530 1,870 2,150 2,415 2,000 4,209 5,155 5,970 6,655 124 N I T !: li > T A T i: S CAS T R X I' 1 1' K A X 1) !' () f X I) R V C O M P A X V Table Shotting the Discharge of (ias in Cubic Feet per Hour, through Pipe of Different Diameters and Various Lengths in Yards Lineal Pressure of Water in Inches, i, 1.5, 2, 2.5. Specific Gravity, .400 Continued 8 Inches Diameter lies Diameter I-enKth 1 i.f 2 in \ards 1 1-5 2 [OO '.50 47. 54-' i.i, I... 500 30.100 37.100 42.600 47.700 SL! 640 44.600 4'(.94 750 24,650 30,100 34.800 , "00 200 27.34" Ite 38,600 43.200 1,000 21,640 20,150 30,100 33.750 22,310 27. 31,550 35.270 1,500 17,400 21.300 24.760 27.560 JOO 17,280 21.1711 24.400 27.340 2,000 15.050 18,500 21,300 23.850 14,100 17. 19,800 22,310 2,500 13.175 16,136 18,632 20,880 1,000 12,22" 14.960 [7,380 19.320 3,000 12,027 14.561 17,008 19,016 10.940 13 ' 15.520 17,280 4,000 10.413 12.756 14.729 16,468 [,500 9,900 12,2"" 14.040 15,800 1.750 9,37 11,300 13,040 14,600 2.000 lo.sSj I2,2oo 13.670 a Inches Diameter 16 Inches Diameter Length Length in \ arils I 1-5 2 2.5 In Yards I 1-5 2 2.5 500 47.600 58,320 67,2OO 75.24" 500 08,000 120,200 138,240 154.560 750 38,800 47.600 55.000 6l,47<> 750 79-770 97.740 113.200 128,020 1. 000 33.660 41,200 47.600 53.240 I.OOO 69,120 84,670 98,000 109,260 1,500 27.500 33,600 38,880 43.515 1,500 56,600 69,120 79.800 89.230 2.000 23,800 29,250 33,600 37.620 2,000 49,000 60,100 69,120 77.280 2.500 21,190 26; loo 30,116 33.631 2,500 43.680 53.540 61,824 69.120 3,000 I9.44 ( > 23,800 27.500 30.740 39.885 48,870 56,600 64,000 4.000 16,830 20,600 23,800 26,620 4,000 34.56o 42.340 49.000 54.630 125 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Table Showing the Discharge of Gas in Cubic Feet per Hour, through Pipe of Different Diameters and Various Lengths in Yards Lineal Pressure of Water in Inches, i, 1.5, 2, 2.5. Specific Gravity, .400 Continued Length in Yards 20 Inches Diameter Length in Yards 24 Inches Diameter I 1-5 2 2-5 I 1-5 2 2.5 5OO 170,600 204,600 24I,OOO 27O,OOO 5OO 271,200 326,000 375,000 425,800 750 139,600 170,600 197,600 222,4OO 750 217,200 271,200 310,000 344,000 I.OOO 120,744 147,900 I 70, 6OO Igl.OOO I,OOO 189,200 233,280 271,200 301,160 1,500 98,800 120,700 139,600 155,800 1,500 155,000 190,500 217,200 245,800 2,OOO 85,300 102,300 I24,5OO 135,000 2,000 135,600 163,000 187,600 212,900 2,500 76, 500 93-500 108,000 120,744 2,50O 119,000 145.500 168,000 194,400 3,000 69,800 85,300 98,800 110,200 3,000 108,600 135,600 155,000 172,000 4,000 60,370 73,950 85,300 95,500 4,000 95,350 1 1 6, 640 135,600 150,580 Length in Yards 30 Inches Diameter Length in Yards 36 Inches Diameter I 1-5 2 2.5 I 1-5 o 2.5 5OO 468,000 574,000 664,OOO 744,200 500 744,000 912,000 121,200 1,256,400 750 384,000 468,000 558,900 607, 600 750 606,000 744,000 856,000 1,032,000 1,000 332,000 406,000 468,OOO 526,000 1,000 530,000 644,000 744,000 832,000 1,500 272,070 332,760 384,140 457,600 1,500 428,500 ,, 524,860 606,000 677,630 2,000 234,000 287,000 332,000 372,100 2,000 372,000 456,000 524,880 628,200 2,500 210,000 257,000 298,000 332,ooo 2,500 332,ooo 408,000 468,000 530,000 3,000 292,000 234,000 27O,OOO 303,800 3,000 303,000 372,000 428,000 516,000 4,000 166,000 203,000 234,000 263,000 4,000 265,000 322,000 372,000 416,000 126 I" N I T i: 1 ) S T A T K S CAST I R ( ) N 1' I I' K AND F ( > I' \ 1) R Y CO M P A N Y Code ^, dimensions, weights, see table, pages 138, 139, 140. I'm quantities in lengths, feet, net tuns, sec table, pages 138, 139, 140. shipments, see pages 154. 135, 136. Dates, see page 137. For telegrams, letters, invoices, etc., see pages 131, 132-137. For orders, see page 133. Nachbacken Nachbar Nachbarin Nachbarweg Nachbefehl Nachbehelf Nachbeizen Nachbild . Nachbilden Nachobhren Nachdem . Nachdenken Nachdruck Nacheifern Nachen Nachfahren Nachfeier . Nachfolgen Nachform Nachfragen Nachfrucht Nachfuegen Nachgaffen Nachgeben Nachgeholt Nachgekaut Nachgellen Nachgenuss Nachgerade I nquiries Quote by mail Quote by mail to reach here by Quote by mail in care of Quote by wire Quote by wire to reach here by Quote by wire in care of Quote on dock Quote alongside dock Quote alongside vessel Quote f. o. b. this city - How soon can you furnish Mow soon can you furnish and at what price How soon can you furnish and at what price delivered f. o. b. Will you renew offer of Will you extend time for acceptance of your offer to Will you extend option for one day Will you extend option for two days Will you extend option for three days Will you extend option for four days Will you extend option for five days Will you extend option for seven days Will you extend option for ten days Have you in stock Have you in stock, if not, how long will it take you to make How much of the following have you in stock How much of the following have you in stock, and when can you ship balance When can you make When can you make per your specifications How long after receiving order will it take you to make 127 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Inquiries Continued Nachgiebig . Can you furnish at Nachgluth . Please send more definite information Nachgrasen . Please send more definite information in reference to Nachgucken . Please specify sizes, weights and quantities wanted Nachguss . . Can you obtain any information from Nachhall . . Can you obtain any information Nachhauen . Can you obtain any information concerning' Nachheften . Have your representative call regarding pipe inquired for Nachherbst . Have your representative call regarding pipe inquired for on or before Nachhobeln . Mail me copy your specifications Nachholen . Mail copy your specifications to Nachhuelfe . Mail me copy your catalogue Nachjagen . Mail copy your catalogue to Nachjahr . . This price is desired for estimate 128 r N I T 1C 1) S T A I !: S C A S T I K (i N 1' I 1' K A X I) I- O U N D K V Co M 1' A N Y Answers to Inquiries Subject to strikes, accidents ;tnrt to Narramus . We quote, subject to above clause, on dock Narrandos . We quote, subject to above clause, alongside dock Narrantium . We quote, subject to above clause, alongside vessel Nnrrarem . . We quote, subject to alxive clause, f. o. b. this city Narrarono . We are quoting by mail Narrasemo.s . We are quoting by mail to reach you by Narrasses . . We are quoting by mail in care of Narrassiez . We surest you quote Narrassimo . We can make Narrateur . . We can make per our specifications Narrations . We can make material specified by you Narrativi . . We can make material specified by you from our standard specifications Narratives . We cannot make Narrativum . We cannot make material specified by you Narratore . . We have in stock Narratorio . We have none in stock Narratrice . ( )f the material specified by you, we have in stock Narraturi of the material specified by you, we have part in stock and can ship balance Narraturos . Engagements prevent our making material Narraturum Engagements prevent our making material specified by you Narravimus . Engagements prevent our making material specified by you before Narravisti We will renew offer for Narravit . . We will extend time for acceptance of our offer to Narren . . We will extend option for one day Narrenader . We will extend option for two days Narrenbel . . We will extend option for three days Narrenfest . We will extend option for four days Narrenhaus We will extend option for five days UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Answers to Inquiries Continued Narrenkap . We will extend option for seven days Narrenkopf . We will extend option for ten days Narrenkuur . We cannot furnish at Narrenlust . We cannot furnish for less than Narrenpak . We will make delivery Narrenpots . We will get more definite information Narrenrede . We will get more definite information concerning Narrenseil . We will get more definite information and advise Narrentanz . We are mailing copy our specifications Narrenthum . We are mailing copy our specifications to Narrenwelt . We are mailing copy our catalogue Narrenwort . We are mailing copy our catalogue to Narrenzeit . Our representative will call Narrenzeug . Our representative will call on Narrerais . Our representative unable to reach you as requested, will call Narreremo . Our representative unavoidably detained, will call 130 I' N I T K 1 1 S T A T 1 . S CAST IRON I' I 1' K AND FOUNDRY COMPANY Telegrams Natabamus See our telegram Natabat . . See our telegram of Natabilite . See your telegram of Natabilium . Have not received your telegram Natabulum . Answering your telegram Natabundi . Answering your telegram of Natabundos . Answering your telegram of even date Natafelen . . Without answer to our telegram Natale . . . Without answer to our telegram of Natalia . . Telegraph answer Natalibus . . Telegraph answer to Natalicios . . Telegraph answer in care of Natalicium . We do not understand your telegram Natalities . . There is a mistake in our telegram, it should read Natalizio . . Telegram came too late Nataloine . . Telegram received, will advise upon hearing from Natant . . . Telegram received, will advise upon hearing from works Natantes . . Telegram received, will advise upon securing freights Natantium . Telegram received, we are working upon this and will advise Natantly . . Telegraph briefly, sending full particulars by mail UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Nascamini Nascebamur . Nascedouro Nascemmo Nascenca . Nascendo . Nascent . . Nasceranno . Nascerebbe Nascevarno Nascevate Naschdose Naschelden Naschhaft Naschijnen Naschimpen . Naschkatze Naschmarkt . Naschmaul Naschoppen . Naschouw Naschouwen . Naschrift / . Naschsucht . Naschudden Letters We are writing We have written We will write Answering your letter Answering your letter of Answering your letter of even date Your letter received Have not received your letter See our letter See our letter of See your letter See your letter of Send answer Send answer to Send answer in care of We do not understand your letter We do not understand your letter, advise us Write full particulars Explanatory letter following Will write advising further Answering your letter, we are working upon this and will advise There is a mistake in our letter, it should read Our letter missent Our letter missent, mailing copy to-day Letters came too late 132 I' STAT \ST IRON I' I I' 1C AND KOTNDRY COMPANY Orders NatJcier . . Enter order for Naticoide . . Enter order per your ([notation Naticuto Enter order ("or shipment within Natifs . . . Enter order for shipment to Natiguay . . Have you received order without acknowledgments Natijd . . . Revise order to read N'atillns . . Advise by wire if order has been entered Natimmeren We are mailing confirming order Natinabor . Our order in error. Await to-day's order Natinantem Will you increase order at same price Natinantis Have not received Natinemyr Have not received order from you Natinor . . Have not received order from you for Nation . . . Telejjram received, have revised order to read as you direct Nationum Letter received, have revised order to read as you direct Native . . . Will enter order Nativement Will enter order per quotation of Nativeness . We will increase order at same price Natividade . We will not increase order at same price '33 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Shipments All references to time relate to time of shipment from works. Inquiries Answers Nava . . . Can you ship Nea .... We can ship Nawi . . . Please ship Nebe . . . We will ship Naxe ... Do not ship Neca . . . We cannot ship lasche . Ibank Ibild (blind . Idunst . Ifleck . Iglanze . Igrau Igrund . Ihut . . Ikappe . Ikreis . Hand . Hos . . 1 loser lluft Imeer Imonat . Inacht . Ireich Iring Isaum . Isitz 1 stern . Itag . . Itagen . Ithal . Itrueb Ituch . Ivoll Iwind . Iwolke . Izug As promptly as possible As required Faster Without delay Advising by wire car number and initials Advising by mail car number and initials Tracing through to destination Until further advised During During next month During month after next During spring During summer During fall During winter After navigation opens Within time promised In time named As soon as cars are placed Balance of order Balance of order shortly Balance of order from stock Order No. From stock Part from stock, making balance promptly Part from stock, making balance in two weeks Part from stock, making balance in three weeks Part from stock, making balance in four weeks Part from stock, making balance in five weeks A carload daily Two carloads daily Three carloads daily Four carloads daily 134 ; T K I) STATKS CAST IRON PIPE AND FOUNDRY COMPANY Izuges . nab .. nachse . nallee . namtes nan .. narm nar/.t . 11 hah 11 . nbaues . nding . nerbe . nfall . nfluss . nform nfrage njjeist ngeld nglied ngott njjut nhaus nher ^ nhilfe nhof nhofes nidee njoch nkanal nkarte nklang nkraft nkrone nlade nlaut nlicht nlinie Shipments Continued Five- carloads daily Six carloads daily Seven carloads daily Eight carloads daily Nine carloads daily Ten carloads daily At present rate Increasing present rate of shipment An increased quantity In one week In two weeks In three weeks In tour weeks In five weeks In six weeks In two months In three months In four months In five months In six months In three months, about equal monthly proportions In four months, about equal monthly proportions In five months, about equal monthly proportions In six months, about equal monthly proportions In seven months, about equal monthly proportions In eight months, about equal monthly proportions In nine months, about equal monthly proportions By rail By vessel By rail and water By next regular steamer From New York From Philadelphia From Mobile From New Orleans From Pensacola From Savannah From Addyston Works From Anniston Works 35 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY nmagd . nmauer nmesse . nmond . nmotiv . nofen nort npegel . npfad nplatz . npreis . npunkt nquell . nrad nraum . nrebe nrohr n roll c Nectabamus Nectabis Nectabitis Nectabo Nectaire Nectanabis Nectandre Nectar . , Nectarbron Nectareous Nectarial . Nectaribus Nectarines Nectarteug Nectenebin Necthebis . Nectiberes Nectique . Nectocalyx Shipments Continued From Bessemer Works From Buffalo Works From Burlington Works From Chattanooga Works From Cleveland Works From Columbus Works From Louisville Works From Scottdale Works From Superior Works On account of car shortage, see letter On .account of labor troubles, see letter On account of accidents, see letter Without definite advices Without formal order By express By express to By freight collect By freight prepaid Not to be used with stem words above Cash thirty days, New York funds Cash against documents, New York funds At what rate are you shipping Are you shipping at rate promised What portion of order has been shipped What portion of order has not been shipped If you cannot ship at once, please telegraph us Send shipping instructions at once by mail Send shipping instructions at once by wire Are sending shipping instructions to-day Have sent shipping instructions Will send shipping instructions shortly Notify us when shipment is ready, and we will send shipping instructions Hold shipments until further advised Shipment went forward prior to receipt of order to hold By what route was shipment made Trace shipment by mail Trace shipment by wire We are tracing shipments 136 r N i T K D S T A T K S CAST IRON P I P K AND I ' ' i I." N D R Y COMPANY Invoices II Negabais . Refer t<> <>iir invoice Negabamos Refer to your invoice Negabelha ml invoice Negabilita Send invoice to Negabuntur Send copy of invoice Negacao S.-nd copy of invoice to Negaceiro ' . . Send invoices and bill of lading Negaciones Have received invoice Negador Have received invoice for Negadores Have not received invoice Negalho Have not received invoice for Negandorum Have sent invoice Negandum . Have sent copy of invoice Neganopeau . Invoice omitted from letter, mailed to-day Negaramini . What is the amount of invoice Negarian . The amount of invoice is Time Nege Ultimo Neir Instant Nela Proximo Nemi . January Nome . .. r May Nubi . September Neno . February Noni . . . June Nuco October Nepu March Nopo . .. July Nusa November Nola . April Noru .. . . August Nute December bas . ist nbogen . . i2th nrolle . 22nd boom . . . and nbuch . . . i^th nsatz . . zjrd boomen . 3rd ndruck . . . i4th nstein . ... 24th dly , . 4th nheft . . . i5th nstich . . 25th dness . . . 5th nkopf . 1 6th rcniin< . ... z6th. dop . . 6th- nlimin . .. .. iyth reste . . x-jth doppen . . 7th nmappe . i8th ront . 28th ering . . . 8th nplan . 191)1 scendo . . . 29th ful . . . . gth npult . . zoth chelp joth kern . loth nreeht . . . jist schil 31 st. nblatt . i i ih UNITE D STATES CAST IRON PIPE AND F O U N DRY COMPANY Pach . aba Amounts . Tons of 2000 pounds Pail . . Pant . . Feet Pard Pound 37 38 39 40 4i 42 3 Inches antry ar . . arada areis . arene aresci aretus ariais arian . arigo Palm . . Pieces ....... 73 74 75 ...... 76 77 78 79 80 81 82 i agogos aient aim aire ait aje aban 2 abas abile . abitur able 4 5 6 abo 7 ajista al ale aleza alform alibus alium alia alon as amere amina . . . . '. anios aniiis 43 . 44 45 - 46 47 . 48 49 5 5 1 S 2 53 54 55 56 abunt acana 8 Q acci 10 accio . aceous IT 12 aria . aron . aroso . arpia . arpos . artes . 83 84 85 86 87 88 acino . acion . . acite . ack acles . aco . . acosm actyle ada adas . ..... 13 14 15 16 17 18 19 20 21 22 arum . ary asan . asch 89 9 9 1 02 anaio anaje anal anas anchin ando andra aiulum anhar 57 58 59 . 60 . 61 . 62 63 . 64 - 65 . 66 asoy en assi 04 adella ades . adica . adilla ador . adora ad res . adure aflora agem 23 24 ' 2 5 26 . 27 ..... 28 29 3 3 1 72 asteis asto . asum . atily . ation . atis qc 96 97 98 ...... 99 IOO ativo IO^ anite atma . at mis atura atwas auz ava avano no "5 I2O 125 13 135 I4O annes 67 ano . 68 aggio 1 -j anoso 60 agog . agio , agogen .... 34 35 36 ant anted antina . 70 7i 72 138 r N i T K i> S I A T K S C A S T IRON PIPE AN I) F O f X I) R Y COMPANY avel avero avoga . . bahn . . bak . . . ban hank . bant . bar bare . '45 .... 150 '55 . 1 60 .... 165 .... 167 . .170 .... 175 . . . . i So 1 8 Amounts Continued bique 834 birne . 875 bis 900 bitis .... 917 blaft oco buil . . . 2JOO bulis bulum . . bundi bunt . 45 . . . 2500 2550 26OO blase . . blau . . .... 959 IOOO bury . busy . . . 2650 27OO ble . . bling . bloed . blok . . blume bo ... 1050 1084 I I OO . . . 1150 . . . 1167 1 2OO buys . cal . . . canda . . cao . . . 2.SOO . . . 2850 . . . 2900 barin . t';iri- . base . basic . . . bat . . bati . bau . . . baues . . bauwd . 190 .... 195 . 200 . 209 .... 225 .... 250 .... 275 . . . . 300 %^ carpe . . . cassi . . . cata . . . ceae . . . celle . . . cico . . . cillo . . . . . . 2950 3000 . . . 3100 . . . 3200 ... 3300 . . . 340 *soo boek . . boend boet . . bogen bole . . . I25O IJOO 1334 35> I J.OO bolon ~^- 1 A I 7 cina . cinis . cite . era crane . . crat . . . cris . . . croma . . crum cular . cule . . . eanu . . . . . 3600 . 37 . . . 3800 . 39 . . . 4000 4500 5000 6000 7000 8000 9000 . . . IOOOO bavo . bawi . 3.54 *?o bolos . . I4sO bolum bond . . bonsd boom . boord bor . . borgd brada brand brejo . . brera breuk brin . . bris . . . brita . bromd . . brose . . hrucli . . bsis . . . . . 1500 1584 1600 . . . . 1650 . 1667 1700 '75 1800 . . . 1850 1900 195 . . . 2OOO 2050 . . 2100 2150 . . . 220O . . . 2250 . . . 2300 235 baxu . . . baza . . . bebat beden 375 . 400 4>7 A r beef . . . bein . . . 475 . soo belos . . . belum beukt . . beule . beum . . bilas 525 .... 542 55 575 - 54 6OO ear . . 10500 eau edel . . . . . . I 1 000 lIsOO biles . . 62s ede . . . . I20OO bilet . . . bilum . . him n r . . bimus bios . . . . . .667 . 700 79 ... .750 . . . . 800 eiro elha . . . 12500 13000 elle . em . . . emus . . . . . . 1350 . 14000 . . 14500 '39 Amounts Continued enca . 15000 erga .... 175 ers 1950 enos . - - ': . 1550 erie .... 18000 es . . 2OOOO ensi . 16000 erly .... . 18500 ette . ZjOOO eo . 16500 eroe .... 19000 eur 3OOOO erem . 17000 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Parsley Also to be used without above stem words Per ton of 2000 pounds Pathogenic . . Per ton of 2240 pounds 140 I' N I T K I > STATES (AST IRON PIPE AND K < > f N I) R Y CO M P A N V i M'\ I- Kl l- Vlh \ I I ADDVSTON, OHIO, WORKS 'TTM 1 K .\dd\ston Works, of which partial views are given, are located about * twelve miles west of Cincinnati, on the Ohio River, and on the lines of the " Bio- Four" and the B. & O. S. \V. railways. The plant is one of the largest and most complete owned by the Company. Cast iron pipe in sizes 3 to 84 inches are made at these works, and the output figures to a large tonnage annually. Shipments of pipe are not infrequently ^ made in train loads, as is shown in the photograph. "The main pipe foundry is nearly 500 feet in length, the loam foundry nearly 400 feet and the jobbing foundry about 225 feet long, which is also the length of the power house. The plant is complete with ample pattern shop and Train ,,, ,. f pjll . vM ,, n w ,, rk . "41 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY (ADVERTISEMENT) Addyston, Ohio, Works End of Main Pipe Shop storage, machine shop, cleaning, coating and testing facilities, and has been kept up to the most modern practice in pipe making. A complete laboratory makes it possible to check all material received and to carefully follow up the output. Addyston Works Cleaning Shed, Power House, Machine Shop, General and Loam Foundries 142 U H I T B D STATES CAST IRON P I P K AND FOUNDRY COMPANY KTISCMKMT) ANNISTON, ALA., WORKS ^ I ^HE Anniston \\'orks are located on the outskirts of the city of Anniston, Ala., about one hundred and four miles west of Atlanta, and sixty-four miles t-ast of Birmingham. The plant occupies a tract of about forty-five acres, and consists of a main foundry, something over five hundred feet in length by about ninty-nve feet in width, and is complete with power house, machine shop, general special castings foundry, pattern shop and storage, cleaning, coating and testing shcils, laboratory, etc., and has ample trackage facilities which connect with the lines of the Southern Railway and of the Louisville & Nashville Rail- way. Pipe are now made at Anniston in sizes 4 to 36 inches diameter, and the plant is one of the largest owned by the Company in the South. '43 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY (ADVERTISEMENT) BESSEMER, ALA., WORKS '"TT^HE photograph shows a partial view of the main pipe and machine shops of the Bessemer Works, with the coke plant in the distance to the right, which, with the power house, large pipe yard, etc., occupy about seventy-five acres. The plant has some five and a half miles of standard gauge track and sidings, operated by the company's locomotives, and which are connected with the various railroads centering at Bessemer, affording excellent facilities for shipping. The main pipe shop is a building 410 feet long by 100 feet wide, in which are made pipe ranging - from -4 to 72 inches in diameter. The plant includes a complete electric light and pumping station, etc., and in connection with the works there are numerous houses for employes, a hotel, etc., owned by the company. Improvements now (1906) in progress at Bessemer will materially increase our facilities at this plant. 144 . T 1C I > S T A T 1C > r A S T 1 K ( ) N 1' I 1' 1C A N I) } ( ) I' N I) K V COM 1' A N V .\]'\ t K ll^hMI V I Bfl IA1.0 WORKS ^ I ^1 1 I'- above photograph is a view of the main pipe shop of the Buffalo \\'orks, a building sonu- 320 feet in length. The plant is located on the Belt Line of the New York Central & Hudson River R. K., through which connection is obtained with all railways centering at Buffalo. The works are complete with machine shop, pattern shop and storage, cleaning, coating and testing sheds, etc. At this plant pipe are made in sizes 4 to 54 inches, and the plant has recently been reconstructed and modernized, the new equipment including the machine ramming of pipe of the smaller sizes, the practice being similar to that followed at our Burlington Works. Power is obtained from Niagara Falls. 145 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY (ADVERTISEMENT) BURLINGTON, N. J., WORKS (from Delaware River) ^ I ^HE Burlington Works are located on the Delaware River, at East Burlington, about twenty miles above Phila- delphia, and occupy about twenty-five acres out of a tract of some two hundred acres owned by the Company at East Burlington. The plant has facili- ties for the manufacture of cast iron pipe 3 to 60 inches in diameter, and for making loam and green sand special castings. The equipment for specials has been augmented by the recent addition of a new and modern jobbing foundry of steel construction. The Burlington Works are thus also able to supply heavy "" loam castings with or without machining to the designs of engineers. Inquiries should be addressed to the company's near- est sales office. The works are connected with the Amboy divi- sion of the Pennsylvania Rail- co-inch pipe leaving Burlington road, and being on tidewater, 146 UNITED BTAT1 1ST I R < > X 1' I 1- K A X I> ForXDRY COMPANY K II-KMK\ I I A glimpse of the Pipe Yanl at Hurling. m, X. J., Works have ample facilities for rail and water shipments, as well as for receiving of iron and other supplies, which an carefully checked in the laboratory, as is also the output. Cargo lots of cast iron pipe are frequently sent l>y sailing I to New Hnglaml ports, while Philadelphia, Baltimore, New York and Hudson River points may l>e readily reached l>v l>arge or lighter. BurlinRton Works, looking out Pearl Street, which divides Plant. New Jobbing Foundry is located beyond Machine Shop on the ri^ht : loading with Cast Iron Pipe at Burlington Works '47 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY (ADVERTISEMENT) CHATTANOOGA, TENN., WORKS '"T^HE above plate gives an excellent view of the Chattanooga plant, which consists of two pipe shops, the larger 472 feet long by 1 1 1 feet wide, and the smaller about 203 feet long by 81 feet wide, in which pipe are made in sizes ranging from 4 to 36 inches inclusive. The plant occupies something over thirty-one acres, and, as may be seen, is so located as to have excellent facilities for shipment via rail or river. The works are modern and well equipped, the cranes and machin- ery being electrically driven. Included in the plant are a sub- stantial power house, machine shop, pattern shop, pattern Storage, etC. Rear View of part of Main Shop and Skids of Chattanooga Works 148 1 8 T A T K S CAST IRON I'll' K A N U K ( ) T N I ) K Y COM 1> A N Y VI. \ tK I I-KMKV I i LO I' IS VI U.K. KV M WORKS ' I Ml 1C above photograph givrs ;l \ic\v of a portion of the Fulton Street Plant, which is located between Preston, Jackson, Water and Fulton Streets, in the city of Louisville. In addition the "Ninth Street Plant" affords facilities for 'general foundry and special castings work. Both plants have ample facilities for rail shipments, either through lines connecting with the works or through a belt line with all the railways centering at Louisville. The works have facilities for making pipe of 3 to 60 inches diameter, and afford a large annual output. UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY (ADVERTISEMENT! SCOTTDALE, PA., WORKS F I ^HE Scottdale Works (and the Charlotte Furnace, owned by this Company) are located at Scottdale, Westmoreland County, Pennsylvania, a short distance north of Connellsville, and not far from Pittsburgh. Including the new pipe shop now (1906) building, which is 532 feet long by 100 feet wide, the works include three foundries, with power house, machine shop, pattern shop, rope house, etc., a complete plant for the manufacture of cast iron pipe from 3 to 60 inches diameter, inclusive. The plant, including pipe storage yard, occupies about fifty acres, and is connected up by something over three miles of standard gauge railroad tracks, over which cars are handled by our own locomotives. These tracks are connected with the Pennsylvania R. R. and the Baltimore & Ohio R. R., while the New York Central lines (Monongahela & Youghiogheny division) are easily reached. Thus the plant has excellent facilities for the shipment of its product. 15 1 N I T K I ' S 'I' A T \ S T I K (i N P I I' K AND F () T N I) K Y C ( M 1' A N V ST) S 1 \\D.\RI) SI'KUAl. CAST- INGS AND ODD SI'KCIAl - TT7HILE the exclusive use of .standard specials in laying out work is most desirable, there are locations where it is not possible to do so for the entire work. \\ "< are prepared to supply to engineers' de- signs the heaviest and largest class of such odd castings. The photographs show two ex- amples of large special castings of this class, made at our Addyston 80x80x48xWi inch Special CroM HO x flO x *> x M inch Flanxeil Special Castinir. Wright. 81.500 pounds Works to the designs submitted by p u r- chasers. Our loam foundry and machine shop facili- ties are unequaled for meeting this demand ; and when desired, we shall be pleased to sub- mit sketches for large castings required for special locations. 1 = 1 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY (ADVERTISEMENT) Cast Iron Pots and Pans Cast Iron Stills and Kettles Chemical House Castings Sugar House Castings Bed Plate and Heavy Foundation Castings Intake Castings I ' N 1 T i: 1 ) > 'I A 1 !: > CAST IRON l> I 1' 1C AND POUND R V CO M I' A N Y Heavy Loam Castings for Engine and Pump Guilders K I I-I'MKV I ' irino Work. Columns Cast Iron Cylinders for Bridge Piers, Wells and Hydraulic Power Heavy Machined Caning* to Engineer'! Deaiicna 153 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY Index Addyston, Ohio, Works Adjustable valve boxes Advertisements .... Air chambers .... American Gas Light Association Amounts, code .... Anniston, Ala., Works Answers to inquiries code Page 141, 142 77 UI-I53 87 21, 105 138-140 143 129, 130 Approximate weights 36, 105 Aqueducts n Base curves, B. & S. for water .... 54 " " flanged for water .... 87 Base tees, B. & S. for water . . . 61-63 " " flanged for water ... 92, 93 " " high pressure, flanged . . . 104 " " flanged for gas .... 118 Bessemer, Ala., Works 144 Bellmouth 78 Bell and spigot standards . . 18-21, 43-45, 106 Bends, B. & S. for water . . . . 52, 53 " B. S. for gas ..... 107-109 " flanged for water .... 87-89 " flanged for gas ..... 117 " high pressure, B. & S 98 " high pressure, flanged .... 103 Blank flanges . . . ; . . . .96 Blow-off branches, B. & S. . . . .66 " " with manhole . . 67 Bored logs in Philadelphia 16 Branches, high pressure 99 Bridgeport, Ala., Works 5 Buffalo, N. Y., Works . / . . .145 Burlington, N. J., Works . ... .. 146, 147 Bushings for gas 114 Capacity of cast iron pipe ....... 120 " of cisterns 120 Caps for B. & S. water pipe .... 75 " for B. & S. gas pipe . .. . 109 Castings of iron 12 Cast iron pipe 9 " " in modern conduits and reservoirs 12 " " length of 17 " life of 16 " " green vs. dry sand ... . 17 Page Cast iron pipe vs. steel pipe . . . .25 Cement joints 22 " B. & S 23 " " in winter 24 Chattanooga, Tenn., Works .... 148 Cleveland, Ohio, Works 5 Coal chutes ....'. i . . 81 Code, general 127-140 Columbus, Ohio, Works 5 Columns 119 Concentric reducers .112 Condensed specials . . . . 79, 80 _ Contracts 5 Croton dam .... ... 12 Crosses and tees, B. & S. for water . . 55-6o B. & S. for gas . . no, m " " flanged for water . . 90, 91 " " flanged for gas . . .118 Culverts and drains 31 Curve with bases, B. & S. for water ... 54 Curves, B. & S. for water . . . . 52, 53 " B. & S. for gas .... 107-109 " high pressure, B. & S. . . .98 " high pressure, flanged . . .103 with full length B. & S. pipe . 20, 21 Cylinders 86 Cylinder rolls 87 Description of pipe ...... 36 Discharge of gas ..... 125, 126 Drips 115 Dry vs. green sand pipe 17 Earliest pipe . . 9 Embankment materials ..... 31 Expansion joints 97, 101 Feet, code 138-140 Fish trap ... .... 78 Flange pipe for water 82 " " short length, double flange for water 83 " short length, bell and flange for water 84 " " short length, flange and spigot for water 85 " " high pressure .... 102 " " tongue and groove .... 102 " " tongue and recess .... 102 154 N 1 T K I ) S T A 1 1 . > CAST IRON HIP K A N I ) F ( ) r N I ) R Y C O M I' A N Y Index- Continued Flange pipe for gas .... for gas, .short lengths ngs for water .hie joint pipe Flu:' .... Frictional heads in pipe I) elbows ign inquiries shipments .... naiiis with cement joints with leail joints with turned and bored joints >ipe standard .... (late house and reservoir connections Maud-hold, bends with Mat Manges fur gas .... High vs. low pressure gas mains . High pressure pipe .... specials tire systems Holder drips Huh sleev. Hydraulic cylinders . ]H>wer mains I lien gas. S \- B. . high pressure spigot and bell for water . S iV B. . long length for water Independent high pressure tire systems Inquiries, ei>de answers to code . Intake lines Intermediate weights, pipe Invoices, code Iron and other metals .... Joints, leakage ..... B. & S turned and bored Lead pipe T " in pipe joints .... " joints Leakage at joints .... Lengths, code . . . . . , Letters, code Life of pipe . in. 116 47, 4> . 78 121, 122 123 S 5 22 2i 25 105, 106 3 "7 . 114 24 45. 4e 37 155 UNITED STATES CAST IRON PIPE AND FOUNDRY COMPANY I ndex Continued Page SPECIFICATIONS, STANDARD Continued Allowable variation in thickness Allowable percentage of variation in weight Casting of pipe ...... Castings to be delivered sound and perfect Cleaning and inspection . . . . Coating of pipe Contractor to furnish men and materials . Cutting defective spigots .... "Engineer," definition of word . General dimensions of pipe, Tables Nos. i and 3 Hydrostatic test Inspector to report Marking pipe Power of engineer to inspect Quality of castings Quality of iron Special castings Testing materials Split sleeves for gas " " with and without branch outlet for water Standard thickness and weights of pipe " flexible joint pipe, Tables 5 and ft " gas pipe and special castings " pipe and specials for gas " special castings for water . Steel pipe Submerged pipe ...... 37 3S 39 41 39 39 40 37 41 43-45 40 41 38 40 39 38 37 39 "3 Page Superior, Wis., Works 5 Taper joint pipe .... 33 Tapping, alternate for drip plugs . . .115 Tee bases, B. & S. for water . 61-63 ' flanged for water . . . 92, 93 " flanged for gas . . . . nS " " high pressure, flanged . . . 104 Tees and crosses, B. & S. for water . 55-fto " " flanged for water 90, 91 Tees and crosses, B. & S. for gas . . no, in " " flanged for gas . . .118 " " high pressure, flanged . . 104 Tees, high pressure, B. & S. . . . 99- " with flanged branch .... 101 Telegrams . . . . . . . .131 Terms, code ........ 136 Tidal gate ... .... 78 Time, code ........ 137 Tongue and groove, flange joint . . . 102 " " recess, flange joint . . . 102 Tons, code . 138-140 Tons, feet, lengths, code . . 138-140 Valve boxes, adjustable 77 Wachusett dam ....... 13 Water supply conduits ..... 10 Works 5 Y branches, B. & S. for water . . . 64, 65 all hub, tor gas . . . .in " high pressure, flanged . . . 104 Yard drips 115 Is/ 156 Winched Pres Nr York and I' THIS BOOK IS DUE ON THE LAST DATE STAMPED BELOW AN INITIAL FINE OF 25 CENTS l" fl L SSESSED F R FAILU "E TO RETURN THIS BOOK ON THE DATE DUE. THE PENALTY N V SEVENTH y ,/f,