Cornell University Library The original of this book is in the Cornell University Library. There are no known copyright restrictions in the United States on the use of the text. http://www.archive.org/details/cu31924003630948 GEOLOGICAL SURVEY OF ALABAMA, EUGENE ALLEN SMITH, Ph. D., State Geologist. BULLETIN No. 6. PRELIMINARY REPORT ON THE CLAYS OF ALABAMA, HEINRICH RIES, Ph. D. SONVILLE, 1900. To His Excellency, JOSEPH F, JOHNSTON, Governor of Alabama. Dear Sir:—I have the honor to submit herewith, as part of my biennial report, 1898-9, a report upon the clays of Alabama by Dr. Heinrich Ries, While the investigations of Dr. Ries here recorded have been confined to the northern half of the State, and mainly to one or two formations, they yet embrace the most important and most accessible of our clay deposits. The kaolins of the granite re- gion lie at a distance from railroad lines, and the discussion of these and of the clays of the more recent formations, in the lower half of the State, will be taken up in a second bulletin. The present report shows that our clay resources include every variety, ranging from the best of china clays downward, and there seems to be no good reason why all these materials should not be turned into the manufactured products, chinaware, stoneware, fire brick, ornamental brick, paving brick, tiles, drain pipes, etc., within our own borders and upon our own ground. Very Respectfully, EvucGene A. SMITH. University of Alabama, March 15, 1900. I. TABLE OF CONTENTS. Page. Letter of Transmittal. Preface scisacessecsemaaauass ate meanumiee ean MERE ITON exeaaneoannen oa E GENERAL DIscussion OF CLAYS, BY HEINRICH RIES, PH. D.......:.0:000sceeeees 3 OfigitiOf- Clay siicccgcisinstoscousstaaiiomeadishise deceaansneey wesuniawindbaniayeturenemanwemsnyelarssioiieas 3 Geological Structure and Distribution of Clay Deposits... aes, 6 Residual Clays. icc sysaucowucsonsteeanes eerssvaenseeververaiers 6 Sedimentary Clays..............:cccce ceceeeeeeeees eer 7 WISH MEO fhe siasiposduasinanedersesiitics Ladrccheat Cae seetettodaniuduinwinns earpeaaaeaneenss | 8. Properties Gf Clay ss ais.cccasujics cvesdssaud ve vacensnedeunorsanededescuaatonianeuecs tes’ seers 8 ' Chemical Properties........0..0..cc008 ve OF Allcalies ti Clays. on cccciaaseesacaicd enncada cicnanmnrencenassimedemilndvadte aacseawa guar’ 11 Soluble Alkaline Coinpanads bibeey wis aise 1 Insoluble Alkaline Compounds.............0....:0:ccceeseeescseseeeeeercssseessenens 12 Iron Compounds in Clays..............06 wagitosis (date eptee stnasealanndzatjonangaraple se eceesieyan 13 Lime in Clays................ wixe 16 Magnesia in Clays.... sexy 19 Silica in Clays............... ve 20 Titanic Acid in Clays.......ccccccsescscseceeesseeeeeseeeeneesees asic ae eseineenatneeenbaate 21 Organic: Mattern (Clays si cinsisnacinssncndecebaeenseiy Rates Melaeiy eran aphatinbseeiiiens 22 Water in Clays 22 Moisture 23 Combined Water suo, 24 Physical Properties:of Clays :cecsssisssinasceanveass sacisanonsiseetvacnncanen bens treaevannbetsiv’ 24 Plastigh tydisscsocesioas osorctatinnancaansinn ioemaes sisroninains seeaineaneatecanemsneaeemaeetante euaeen 25 Tensile strength.. ves vee 26 Shrinkage............... ee awe 326 Fusibility of Clays vm 29) The Thermo-Electric Pyrometer...............:ssccsseeeeeceeceeeeeees cree eesesonsees 31 Segat? Pyraitiids...:.+sis..seserionto ty. anaes onicenureanuheerenene eet yaieetivescemeatey 32 Chemical Effects of Heating Se . 38 Slaking............... Ree 2 seen 98 Absorption...........:0.::cccceeeeeee wee 89 Color of Unburned Clays... cciicissssccsedeoasissevseanessnaasiaveant eosetssedsvaas tiie 39 Mineralogy of Clays..............::0006 Sakirauinnanenanininiaa silasinmmnanaaidensve Rien vaesesiey 40 Kaolinite ssccsn: sesicaewonaneicanecseesteuarcarvnenenvewieswetnns ig srneeaapaaetienvamaneuaeds sts 40 QUALEZ: sisi cnaas rises guicas’sou yesicenitennauannens pixmy ae tena EN Tada eee, MeRsRaRamINEREN 41 Calcite...... 42 Gypsum.... 42 Mica........... 43 Tron Oxide......... sieddles dea topes aaineineemdntcddesisen dee discieglsl saint duldechve Suictinecdatietaaleiaatens 43 vi Methods employed in Making Clay Analyses................... . Rational Analysis of Clay........:c.ccccsccecscsssececcesscceaeacesereesecsaneceseuneeasons sees 50 Classification of Clays..........cccccceseeeeeessesceseeeeeanaenansanereseeeeesenaeaaseeseeeanans 57 Mining and Preparation of Clays...........66 cccesssseccseceeeecenceeseeesecasnnnetscusenes 59 Prospecting for Clays..........:ccssesecssesseeesessecneeeeeeeeeeeeeeeereccenereeteneaeenaas 59 Mining of Clays............. fe eee eeeeeee nese eee eeaeenenaeseeneenen ene et nese eee 60 Mining of Kaolin...... siding cadigithjaads Voheestaned eas Seaeneaenmeets gaateniest 61 Washing Of KaOlittecicccccsacacsssinaved enomecornodonearnece’ dooued venues cnn ctitiay teatpauurys 62 II. GEoLtocicAL RELATIONS OF THE CLAYS OF ALABAMA, BY EUGENE A, SMITH, “PH, “Dsioes seerevavacasecorymestaecnoorsdesunasins sasvenenopencebiyatgnae seeeheansenns cane 69 Archean and Algonkian:. ..:.5..00: Jawcdeveaeteesctaganterseaavaceunasteatsisveonsnens neaay TO. Cambrian and Silurian Formations.. 73 Subcarboniferous Formation...........:000c:sseeeeeeeeeeeeees a MT Coal Measures...................- 80 Cretaceous: Formation isc. seaceawcseacwaiasseeigss spies bea ues ssguesoremenvavey evee wedi 81 Russell and, Macon ‘Counties :sscisssseccviens sus susestogerssmnaysctaieaneentavssneeaeears 87 Elmore and Autauga Counties.........0...00......0ec00e a vatieinis BuAdouletivec sista darecinils 88 Bibb: County....23 ces ccnstetwavtndncsnavcduueosuuberpupesteneadidanndvidashwavvecdeeevesvy 90 Tuscaloosa County... 92 Pickens County....... 97 Lamar County...... weve (98 Bayette’ County pp siesde on cuesiges TES 25 2.88 Mg Owcews Bee atie pilex aes ERS tt: « 1.10 AMKANOS! ces veces eis tr. 3.40 BeGiss aseesd saecias wees 18.35 6.70 6.90 Moisture ...... ...... otk -50 3.40 3.17 Total AUXES! .. 6. see, eae 2.56 6.65 13.41 DEG. F. DEG. F. DEG. F. Viscosity or fusion point. Above 2700 2300 1900 1. Chalk Bluff, Marion Co., Ala., U. S. Geol. Surv. 18th Ann. Rep., Part V- (continued), p. 1128. 2. Fernbank, Lamar Co., Ala. Ibid. 3. Norborne, Mo. Mo. Geol. Surv., XI. Ann. Rep. This is practically the full extent to which the ulti- mate analysis can be used; and there still remain to be explained a number of physical facts concerning any clay which happens to be under consideration. It frequently happens that two clays approach each other quite closely in their ultimate composition, and still exhibit an entirely different behavior when burn- ed. The explanation which most quickly suggests it- self is, that the elements present in the two clays are differently combined. Some method of resolving the clay into its mineral components, so as to indicate the condition in which the elements are present is there- fore practically needed. As kaolinite results from the decomposition of feld- spar, the kaolin is quite sure to contain some unde- composed feldspar, and also some quartz, and (in smaller amounts) mica, since the two latter minerals are common associates of the feldspar. If, now, we know the amount of feldspar, quartz and kaolinite or clay-substance in the kaolin, and: the effect of these individual minerals, we can form a far RATIONAL ANALYSIS OF CLAY. 53 better opinion of the probable behavior of the clay in burning. When mica is present, it ‘s dissolved out with the kaolinite and reckoned in as clay-substance, but it is rarely present in large amounts, and may perhaps alter the character of the clay-substance but little, for finely ground white mica possesses plasticity, and can be formed and dried without cracking. It is more re- fractory than feldspar, and holds its form up to 1400° C.* In the following table are given the ultimate and rational analyses of a number of kaolins, which show how a constancy of ultimate composition may be ac- companied by variations in the rational analysis: *@. Vogi, Chem. News, 1890, p. 315. GENERAL DISCUSSION OF CLAYS. 54 ‘og d “pzqr ‘Auoxes ‘uyyo] ‘uoey “ST og ‘d ‘“piqy ‘erweyog ‘zyt[}107 ‘UITOeM “IT ‘eoueag ‘sasowry ‘aloe y ‘OT “gag 'd “wysg “saf) S,tadog ‘epg “d ‘pest “piqr “Aueuep ‘uezyneg ‘Aepo-ortg “6 ‘pESL “HOg~PM~" “OUT ‘gag d ‘AUBTIIDD ‘NBSOTAA ‘ABlO OIBMTATITVS OUT M '8 «BUTLOIBD UJION JO SABIO,, mo “acng ‘100 ‘O'N ‘27M “ON ‘SITW 180M ‘(paqseKun) uOeYy “2 “Pre "Leg d'uyog ‘87 8,vabag ‘Auoxeg ‘areqyo'T ‘Kero OIVMUIYIAIVI OFA ‘9 ‘ganqxtur ABO" UTe[aDI0g = ‘¢ ‘gist ‘HMIQ2zNON ‘AMOXeY ‘zyIMETIUES WO. UOey * ‘PMOL i ‘Aweuslspy ‘nexyose y woy Aepo-diyg ‘g ‘180T ‘d ‘Z68T “pog-pur-uoyy ‘“Auoxeg ‘uerqyoT ‘oul s,eryny wo svpo-diug ‘z « BUT[OIBO T}WAON Jo skvIO,, Wo “axng oan ‘O CN ‘VINE ‘O 'N ‘toysqemM ‘ourat raZatidg ‘aljowy apnig ‘[ 00°00T | 00°00T | 00°0OT | 00°00 | ZO'OOT | 96°66 | O'OOT | 00001 | 00°OOT | O00 00T | 86°66 | S8°00T OL'8 | TT LV'88 | 66°T 81'S 19°T 83" oats | SL Gs'T oT’ 16ST ecg 2 Seed aie. ISLT | 08% | G6'e 86'T 96'8 66°F | oor | sg'es | ogee | S6°0E | 84°46 | INST | zyrend) 602 | Ga'96 | 88°cg | 80°96 | F888 | BEES | FOSS | BERS LL'89 | GBL9 | GOL | SE'99 souvysqns-AvIO “SISATVNY IVNOILLVY : 6Z'00T | 99°00T | 89°66 | 13°01 | 00°00T | ¢6°66 | 66°66 | 86°66 | 84°66 | TOOOT | 40°00T | TF°OOT 18°6 98'3E | 6T'L O8°sE | 09ST | BEIT | AEST | 00'L 9e°8 04°6 166 08°8 “uomust £q sso 92% | OPT | 6e> | rFT | 00 | EB ag" Gop | 6ST | 08" FO'T | 86° ee SOTTRATY 6r° "AL tr eee eneeee o¢ 80° SP OF’ 0g’ 9a" or’ TAL cibaecune eee eee ZG'T FI- tL 8&° F0° eee eee eee enwees Ge" gg" _ 080 gg’ 60'T 9¢° 18'S 08'T 8T'T 89° 6¢° 8° $9" 6° Pee eee ce OO F663 | GEE | ZGLZ | LF.98 | OOPS | 9O°E | THTE | L9°FS | E8°ES | GOSS | L9°GG IV 80'LG | 28°9F | 6889 | T9'9F | OPLP | OL'SS | TIPS | 20's9 | LFI | ATS9 | ECO meres ZOTS ‘SISATIVNY FALVNILTE ras | TT | OL 6 8 4 9 g ha 8 z T ‘shinjip fo soshjpup jouoyoy pun oynWIQ—'T ATAVL RATIONAL ANALYSIS OF CLAY. 55 From this table a number of interesting conclusions may be drawn. Columns 1 and 2 represent iwo clays which agree very closely in their ultimate composi- tion; but in the rational analysis there is a difference of 6 per cent. in the clay-substance, 12 per cent. in quartz, and nearly 19 per cent. in the feldspar. Nos. 3 and 5 and 10 and 12 also illustrate this point. In Nos. 6 and 7, one a German, and the other a North Carolina kaolin, the ultimate analyses are very closely alike, and the rational analyses also agree very well. This is frequently the case when the clay-sub- stance is very high, between 96 and 100 per cent., as in Nos. 9 and 11. A third case would be presented if the rational an- alyses agreed, but the ultimates did not. Such in- stances, however, seem to be much less common. The practical value of the rational analysis: bears chiefly upon those branches of the clay-working in- dustry, such as manufacture of porcelain, white earth- enware, fire-brick and glasspots, which use materials with comparatively few fusible impurities (iron, lime, magnesia). There is much concerning clays which sitll remains unexplained, but it seems probable that, other things being equal, two clays having the same rational com- position will behave alike. We can illustrate this point by the follownig tests made on washed kaolins from the vicinity of Senne- witz, near Halle, Germany. I[*rom the figures given below, it will be noticed that in the case of Nos. 1 and 2 there is a close agreement in the shrinkage, which amounted to about 10 per cent. when the clay was heated up to the temperature of a hard-porceclain kiln. In Nos. 3 and 4 the shrinkage is very nearly the same, but greater than in Nos. 1 and 2, because the 56 GENERAL DISCUSSION OF CLAYS. rational composition has changed, there being a mark- ed increase in the amount of feldspar. If there hed been much difference in the size of the clay-particles of Nos. 3 and 4 or Nos. 1 and 2, the shrinkage in each case would probably have been dif- ferent. : TABLE II.—Rational Analysis and Shrinkage of Clays. Shrinkage in Hard Porcelain Feldspar. Quartz. Clay-Substance. Fe.O3 Fire Per cent. Per cent. Per cent. Per cent. Per cent * 1.59 33.86 64.55 0.75 10.20 1.21 338.39 65.40 0.73 10.10 8.64 31.69 59.68 0.30 12.90 8.25 35.15 56.60 0.30 12.00 The degree of fineness of the clay-particles, and per- haps their shape also, probably exert more influence on the shrinkage than has been imagined, but just how far this makes itself felt is still undetermined. AS an illustration of the practical use of the rational analysis we may take the following: Suppose that we are using for the manufacture of porcelain or fire-brick a kaolin which has 67.82 per cent. of clay-substance, 30.93 of quartz, and 1.25 of feldspar, and that to 100 parts of this is added 50 parts of feldspar. This would give us a mixture of 45.21 per cent. of clay substance, 20.62 of quartz, and 34.17 of feldspar. If now for the clay we had been using, we substitu- ted one with 66.33 per cent. of clay-substance, 15.61 of quartz, and 18.91 of feldspar, and made no other changes, the mixture would then contain 44.22 per cent. of clay-substance, 10.41 of quartz and 45. 98 of feldspar. This last mixture shows such an increase in feldspar that it must give much greater shrinkage and fusibil- CLASSIFICATION OF CLAYS. 57 ity; but knowing the rational analysis of the new clay, it would be easy to add quartz or feldspar so as to bring the mixture back.to its normal composition. The application of the method of rational analysis te impure clays is not quite as satisfactory, but at the same time not as necessary. In the treatment, the iron, if present as oxide, and lime cr magnesia, if car- banotes, are dissolved out with the clay-substauce. The silicate minerals are grouped with the feldspar, and the clay thus becomes divided into clay-substance (kaolinite, ferric oxide, lime and magnesia carbon- ates), feldspar or feldspathic detritus; and quartz. If the percentage of ferric oxide and carbonates is high, it is necessary to determine them separately in the ultimate analysis. In making a rational analysis, the clay is treated with strong sulphuric acid, which decomposes the kao- lin into sulphate of alumina and hydrous silica. The former is soluble in water, while the latter is removed with caustic soda, and we get an insoluble residue con- sisting of quartz and feldspar. In this residue the alumina is determined and the feldspar calculated. Another way of conducting the rational analysis, and one which is chiefly applicable when the clay con- tains other minerals besides the kaolin, quartz and feldspar, such as carbonate of lime, ferric oxide, or mica, consists in analysing the insoluble residue and calculating the mineral percentages from this. THE CLASSIFICATION OF CLAYS. As it is possible to find every gradation from the purest to the most impure clays any classification that is attempted, will necessarily be more or less unsatis- factory. It is of course possible primarily to make 58 GENERAL DISCUSSION OF CLAYS. two great divisons i. e. residual and sedimentary, and to these might perhaps be added a third class of clays, namely, those formed by chemical precipitation. Un- der each of the first two classes, it would be possible again to find every gradation from pure to impure. It is not possible to make any classification based upon the practical applications of the materials, for some clays are used for as many as four to five dif- ferent purposes, and it is probable that some classi- fication which simply recognizes four or five important groups is probably the most satisfactory and the least confusing. Hill makes the following divisions :* China clays. Plastic, ball, pottery clays. Brick clays. Refractory or fire clays. He furthermore makes duper table based on the origin of the clay as found in the United States: I—WHITE BURNING CLAYS. Rock or residual kaolin. Indianite or Indiana kaolin. Florida or sedimentary kaolins. White burning plastic clays. oN II—COLOR BURNING CLAYS. Mixed clavs— Brick clays, (Siliceous). Marly clays, (Calcareous). Pink clays, (Ferruginous). Cement clays, (Silico-calcareous). Alum clays. Altered clays (shale and slate). Gr wom pom *U.S. Geol. Survey, Mineral Resources, 1893. ‘MINING AND PREPARATION OF CLAYS. 59 A classification which has been made by Seger, the great German Ceramic Chemist, gives: 1. Yellow burning, containing lime and iron. 2. Red burning, non-aluminous, ferruginous clays, which are free from lime. 3. White and yellow burning. These clays are low both in lime and iron. 4. White burning, low in iron and high in alumina. THE MINING AND PREPARATION OF CLAYS. RPOSPECTING FOR CLAYS. Clay deposits are best seen in those regions where rivers and brooks have cut gullies and ravines, the clay showing on the sides of the cut. In such locations the thickness of the deposit and variation in its character vertically are well shown. Similar sections are to be loooked for along railroads. As the beds are apt to wash down it is necessary to clean the surface of the cut before taking any sample for testing, and even then great care must be observed to insure the sample being an average one. Apart from cuts the presence of clay can often be determined by the character of the vegetation, the na- ture of the soil, or upturned tree roots. The outcropping of clay in a ravine should not be depended on alone, but in addition borings should be made to determined the depth and extetnt-of the de- posit, and persistance of the different layers if there is a variation in them. Shale often forms cliffs or steep slopes, at the base of which there may be a talus of partly weathered fragments and soft clay; in fact the outcrop of a shale deposit may be covered by the clay into which it has 60 GENERAL DISCUSSION OF CLAYS. slaked under the influence of weathering. In some localities this mellowed outcrop may be only a few feet thick, but in many it is of sufficient volume to sup- ply a small brick yard, without the necessity of at- tacking the fresh shale beneath. MINING OF CLAYS?*: Clays, when soft and plastic, are mostly dug with pick and shovel, loaded on wheel-barrows, carts or cars and hauled to the works. If the deposit is broad and shallow the clay is usually dug at any convenient point; often any overlying sand or other useless ma- terial has been first removed and used for filling in or. some other purpose. If the bank is located on the hillside, and has con- siderable height, it is worked out in broad steps, the object of this being to prevent the bank from sliding in wet weather. When the bank is near the works, wheel-barrows or carts can be used to haul the clay, but far distances, over 600 feet, it pays to lay tracks and use cars, haul-- ed either by horse or steam power. Underground methods of mining are only used in case the amount of overlying material is very great. It is chiefly used for shale deposits. Steam shovels are employed for sandy clays or soft shales at some localities in the Uuited States, but most shales are mined by blasting, and the fragments thus ioosened are sent to the works. Where the clay is rough, and the face of the bank 12 or 15 feet high, a plan often followed is to under- mine it by picking at the base, and then inserting large wooden wedges at the top. This brings down , *This does not include the mining of kaolin, which is treated separately. MINING AND PREPARATION OF CLAYS. 61 a large mass at once, the fall serving to break it up. While effective, this method is often attended with danger. MINING OF KAOLIN. Kaolin is usually sufficiently soft in nature. to be mined by means of the pick and shovel. In some por- tions of the beds near Valley Head streaks of halloy- site are found in the clay, which are quite hard, but they are of such a limited extent as not to cause much ' extra trouble. If the deposit is deep, narrow, or in- terbedded with other formations which are too thick to be removed by stripping, or if again the kaolin does not run regular in its composition, it is often advisable to follow the better portions of the bed, or the narrow vein if it is such, by means of shaft, levels, or slopes. These sometimes have to be timbered, at other times, as at Valley Head, they do not. In the case of deposits which are large and broad, it is most economical to operate them as quarry work- ings or open pits, digging out the material and loading it on the cars or wheel-barrows which convey it to the washing plant. If a pit is large and broad the sides, instead of being dug out vertically, should be left in benches to prevent the washing down of the bank. In North Carolina, where most of the kaolin depo- sits are vein formations whose depth is comparatively great as compared with their width, the method ad- opted is to sink a circular pit in the kaolin about 25 feet in diameter. As the pit proceeds in depth it is lined with crib work of wood, and this lining is ex- tended to the full depth of the pit, which varies from 50 to 100 or even 120 feet. When the bottom of the 62 GENERAL DISCUSSION OF CLAYS. kaolin has been reached the filling in of the pit is begun, the crib work removed from the bottom up- ward as the filling proceeds. If there is any overbur- den this is used for filling in the pit, and as soon as pit is worked out a new one can be sunk in the same manner right next to it. In this way the whole vein is worked out, and if the deposit is large, several pits may be sunk at the same time to increase the output of the mine.* Hydraulic mining has been tried with some success in some very sandy loose-grained kaolins, but it would not work in any of the deposits in Alabama, which the writer has thus far examined. The method to state it briefly, consists in washing the clay down into the bottom of the pit whence it is sucked up by means of a pump and discharged into washing trough from the conveying pipe, it being sometimes necessary to have a scraper to stir or loosen up the clay in order to per- mit its being drawn up more easily. This is a cheap and rapid methed where it can be employed, but most kaolins are too dense and not sandy enough to allow of its being used. THE WASHING OF KAOLINS. As has already been stated, most kaolins have to be washed before shipment, and one of two methods may be employed, i. e. washing in tanks or troughing. With the first method or that of washing in tanks, the kaolin is thrown into large circular tubs filled with water, in which it is stirred up by means of revolving arms and the clay lumps thereby disintegrated. By this treatment the fine kaolinite particles as well as very fine grains of mica, feldspar, and quartz remain *H. Riese, Clay Deposits and Clay Industry in North Carol'na Bulletfn No. 13, N. C. Geol. Surv., p. 54. MINING AND PREPARATION OF CLAYS. 63 suspended in the liquid while the coarser grains set- tle on the bottom of the tank. The water with the suspended clay is then drawn off to the settling tanks. A modification of this consists in the use of a large cylinder closed at both ends and set in a horizontal position; through this cylinder passes an axis with iron arms, the revolution of the latter serving to break up the clay, which is discharged through a hopper at the top. A current of water passes through the cylinder and carries the fine clay particles with it while the coarse ones are left behind in the machine. The speed of the current has to be regulated by experiment, for if too much water is used coarse material will be washed out of the cylinder, and conversely, if the current is too slow the clay will not yield a _ sufficient percentage of washed product. One objection to this apparatus is that it has to be stopped from time to time to remove the coarse sand from the machine. The method most commonly used at the present day for washing kaolin, is by troughing and its gen- eral detail is as follows: As the kaolin comes from the mine it is generally discharged into a log washer, which consists of a semi- cylindrical trough in which there revolves a horizont- al axis, bearing short arms. The action of these arms breaks up the kaolin more or less thoroughly, depend- ing on its density, and facilitates the subse%uent wash- ing. The stream of water directed into the log washer sweeps the kaolin and most of the sand into the wash- ing trough, which is about 15 inches wide and 12 inches deep. It may be wider and deeper if the kaolin is very sandy; in fact it should be. The troughing is about 700 feet long, and to utilize the space thorough- ly, it is broken up into sections, 50 feet to each is a 64 GENERAL DISCUSSION OF CLAYS. good length, these being arranged paralleled, and connected at the ends, so that the water, with sus- pended clay, follows a zigzag course. This troughing has a slight pitch which is common- ly about one inch in twenty feet, but the amount of pitch depends upon the kaolin, and whether the sand which it contains is fine or coarse. If the kaolin is very fine, and settles slowly, the pitch need not be so great and vice versa. A large quantity of very coarse sand in the kaolin is a nuisance as it clogs up the log washer, and upper end of the trough more quickly and causes so much more labor to keep them clean. As it is, considerable sand settles there, and, to keep the trough clear, sand wheels are used. These are wooden wheels bearing a number of iron scoops on their peri- phery, as the wheels revolve these scoops catch up a portion of the sand which has settled in the trough, and as each scoop reaches the upper limit of its turn on the wheel, it, by its inverted position, drops the sand: outside of the trough. These sand wheels are an aid, but it is often necessary, in addition, to keep a man shoveling the sand from the trough. If the sand is finer it is not dropped so quickly, but is distributed more evenly along the trough, and does not clog it up so fast. The zigzag arrangement of the troughing has been objected to by some, as it produces irregularities in the current causing the sand to bank up in the corners at the bends, and also at certain points along the sides of the troughing.* : The effect of this is to narrow the channel, and con- sequently to increase the velocity of the current, there- by causing the fine sand to be carried still further to- *E. Hotop, Thonindustrie Zeitung, 1833. MINING AND PREPARATION OF CLAYS. 65 ward the settling tank. This difficulty, which is not often a serious one, has been obviated either by havy- ing the troughing longer or by allowing the water and suspended clay, as they come from the log washer, to pass through a section of straight trough, and from this into another one, of the same depth but five or six times the width, and divided by several longitu- dinal partitions. The water and the clay then pass into a third section, twice as wide as the second, and divided by twice the number of longitudinal divisions. By this means the water moves only in a straight course, but as it is being continually spread out over a wider space it flows with an ever decreasing velocity. By the time the water has reached the end of the troughing, nearly all of the coarse grains have been dropped and the water is ready to be led into the set- tling vats, but as a further and necessary precaution it is discharged on to a screen of one hundred meshes to the linear inch, the object of this being to remove any coarse particles that might possibly remain, and also to eliminate sticks and other bits of floating dirt that are sure to find their way in. Two kinds of screens can be used, (1) stationary, and (2) revolving. The stationary screen is simply a frame with a cop: per cloth and set at a slight angle. The water and sus- pended kaolin fall on the screen, and pass through. A slight improvement is to have two or three screens which overlap each other so that whatever does not get through the first will fall on the second. If the vegetable matter and sticks are allowed to accumu- late, they stop up the screen, and prevent the kaolin from running through, consequently the stationary screens have to be closely watched. The revolving screens are far better for they are 66 GENERAL DISCUSSION OF CLAYS. self cleaning. Such sereens are barrel shaped, and the water, with the kaolin in suspension, is discharged into the interior and passes outward through the screen cloth. As the screen revolves, the dirt caught is car- ried upwards and finally drops; but instead of falling down upon the other side of the screen, it falls upon a board, which diverts it out upon the ground. The settling tanks, into which the kaolin and the water are discharged, may. be and often are about eight feet wide by four feet deep, and fifty or more feet long. As soon as one is filled the water is diverted into another. The larger a tank, the toes will it iake to fill it, and allow the kaolin to settle, and delays due to this cause them to be expensive, especially when the market takesthe output of washed kaolin as soon as it is ready. Small tanks have the advantage of permitting the slip to dry more quickly, especially when the layer of clay is not very thick, and furthermore a small pit also takes less time to fill and empty, but one dis- advantage urged against a number of small tanks is that a thorougly average product is not obtained ow- ing to the thin layer of settlings and the small amount in each. In addition to this a series of small tanks requires considerable room. The advantages claimed for large tanks are that the clay can be discharged into any one for a considrable period, and, if the clay deposit varies in character, the different grades get into one tank and a better average is thereby obtained. If the kaolin settles too slowly, alum is sometimes added to the water to hasten the deposition. When the kaolin is settled, most of the clear water is drawn off, and the cream like mass of kaolin and water in the MINING AND PREPARATION OF CLAYS. 67 bottom of the vat is drawn off by slip pumps and for- ced by these into the presses. : The presses consist simply of flat iron or wooden frames between which are fiat canvas bags. These bags are connected by nipples with a supply tube from the slip pumps, and by means of the pressure from the pumps nearly all of the water is forced out of the kaolin and through the canvass. When all of the water possible, is squeezed out the press is opened and the sheets of semi-dry kaolin are taken out. It is then dried either on racks in the open . air or in a heated room. As for every ton of crude kaolin usually only about two-fitths o1 oue-fourth of a ton of washed kaolin is obtained, it is desirable to have the washing plant at the mines, for it avoids the hauling of 60 to 70 per cent. of useless sand which has to be washed out before the kaolin can be used or even placed on. the market. II. GEOLOGICAL RELATIONS OF THE | CLAYS OF ALABAMA, By EUGENE A. SMITH, PH. D. The basis of all clays is kaolinite, the hydrated silicate of alumina resulting from the chemical decom- position of alumina bearing minerals which occur as essential constituents of igneous rocks. In this de- composition, as Dr. Ries has shown, the soluble con- stituents are leached out while the kaolinite remains behind as an insoluble residuum, more or less mixed with the other -nsoluble matters of the original minerals. In this form the clay might be called a chemical clay, since it is the direct result of a chemical decom- position, having undergone no further modification by being taken up, transported and redeposited. There is another form of residual clay which may be distinguished from the above, and that is the clay resulting from the decomposition of impure limestone. Naturally this variety is usually less free from foreign matters than the.otker. These residual clays taken up and redeposited by running waters are incorporated in the stratified de- posits of any later age. The clay deposits of the different geological form- nations of Alabama have each its well marked pecu- liarities, and the geological formations are clearly de- 70 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. fined, so that an account of the geological relations of these clays becomes a guide at once to the several va- rieties, and to their geographical distribution. ARCHAEAN AND ALGONKIAN. These two formations include in Alabama all the crystalline rocks of both igneous and sedimentary origin. It is generally acknowledged that kaolinite, which is the basis of all clays, has its origin in the de- composition of the minerals composing the igneous rocks, the chief kaolinite producing mineral being feldspar. It is. therefore, in the area of our crystalline or metamorphic rocks that we are to look for the origi- nal deposits of kaolinite. More especially, it is the granites, the pegmatites or graphic granites, that occur the largest proportion of feldspar, and consequently yield the largest proportion of kaolinite, and of the granites, thepegmatites or graphic granites, occurring in veins which traverse the other crystalline rock, are by far the most important in this respect. The clays occurring in this form have been spoken of by Dr. Ries as vein clays, and they are, as a rule, very slightly plastic, for the reason that they have not been subjected to the comminuting processes neces- sary to develop the highest degree of plasticity. A belt of mica schists with frequent veins of peg- matite, extends from Cleburne county and adjacent parts of Randolph, through Clay and Coosa into Chilton county, and in numerous places, the decay of the granite veins has given rise to the formation of deposits olf kaolinite. The other two constituents of these granites, viz., quartz and mica, occur like the feldspars in large masses, and thus the places which produce mica in large sheets are at the same time the ARCHAEAN AND ALGONKIAN. 71 places where the kaolinite is to be found. Below a certain depth from the surface the feldspar of these granitic veins has escaped the action of the atmos- phere, and is in its original form, while nearer the surface it has generally been converted into kaolinite. It is evident that in all these primary or original de- posits the ‘kaolinites mixed with the other and less destructible constituents of tthe granite, viz., the quartz and the mica, and by consequence all ‘the kaolinite from such original deposits must be washed to free it from these substances. When ithe granite or granitic rock contains comparatively little of iron- bearing minerals the resulting kaolinite will be cor- respondingly free from iron stain and of pure white color, and thus suitable for the manufacture of the finer grades of stone ware or china. All the important deposits of this kind are, at the present time, at a distance from any railroad, and none of them have been developed in a commercial way. We have at hand very few analyses and itests made of these kaolinites. A material of this kind from near Louina in Randolph county was analyzed many years ago by Dr. Mallett for Prof. Tuomey, with the followine result: Analysis of Kaolinite from Louina, Randolph Co. GiICA ooo... . eee eecesvescensecccenecesseescoteenenenscoesennes cessessns ueamanensseeeneer seseseeeeees 37, 29 ALUMINA ..... cece ceeceteteseetsnennecen coer dude dudes ueavenenaarcnasnnaesasadesivaestetoeeee DnB Ferric Oxide. * ewes zi ..trace Potash, Lime and Magnesia... , 0.42 Water ...secee : 15, 09 Undecomposed “Mineral .. dea 14, 28 Prof. Tuomey remarks upon the absence of iron in this kaolinite as most favorable to its use in making fine porcelain ware, and he predicts that when Ran- dolph county has communication by railroad with the 72 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. outside world, the occurrence of porcelain clay in the county will become a matter of economic importance. These pegmatite veins with their mica and kaoli- nite, are very numerous in the upper half of Randolph county, and also in the adjacent parts of Cleburne and Clay, and test pits have been sunk in hundreds of places to show up both the kaolinite and the mica. Dr. Caldwell of the Elyton Land Company, had this kao- linite- thoroughly tested both as to its suitability for the manufacture of porcelain ware and as to its re- fractory character. The pottery ware made from it came in competition with the best pottery wares in America and took a prize at the Art Institute Fair in Philadelphia, in December, 1890. Brick made from it also was subjected to the highest temperature of the furance and was declared practically infusible. These deposits lie near Milne1, Pinetucky, Micaville, in Randolph, and near Stone Hill, Mr. Jas. Denman’s and other places in Cleburne. The same belt extends southwestward through Clay and Coosa into Chilton, and has been tested at various places along this line. In this region of the crystalline rocks, one may everywhere observe the gradual transition from the solid rock through decayed schists into complete soil, which is generally a clayey loam, more or less stain- ed wih iron. A reddish clay is thus seen to be a part of the residual matters left by the general decay of the rocks of this section, but this clay is, as a rule, so much mixed with quartz, mica, fragments of un- decomposed rock, that it can serve very seldom for anything more than material for the manufacture of building brick. Residual clays of this character are of universal occurrence throughout |the region of our crystalline rocks. It is not difficult to understand how under certain CAMBRIAN AND SILURIAN FORMATIONS. 73 conditions, the finer portions of these residual clays may be taken in suspension ‘in running waters and redeposited at greater or less distances from their place of origin in depressions, or along slopes. In this way are often formed secondary deposits of pretty fair plastic clays, sometimes mixed with sand in proportion to serve well as material for good build- ing brick. An illustration of this may be cited near Wedowee in Randolph county, and there are many instances where the residual clays of the country as well as these redeposited masses are utilized both for the manufacture of buildings brick of excellent quality, and for pottery purposes. CAMBRIAN AND SILURIAN FORMATIONS. ‘In these formations, the clay deposits are either the residual clays left from the decomposition gen- erally of the grea't limestone formations of the Cam- brian and Silurian, or concentrations of these resi- dual clays by redeposition in sink ‘holes, ponds, and depressions; or the accumulation through sediment- ary action ,in the depressions of these later forma- tions, of tthe chemical or vein clays of the Archaean. The two great limestones, above mentioned, are rarely pure but are mixed with chert or other form of siliceous matters, with iron, and with clay. Upon their decay under the action of tthe atmospheric agencies, these insoluble matters are left in the form generally of reddish loam or clay capped with cherty fragments, and impregnated with iron. Such residual clays are extensively used in all our valley regions for the manufacture of ordinary build- ing brick, for which they are very well adapited, the 74. GEOLOGICAL RELATIONS OF ALABAMA CLAYS. brick being very durable, but not very sightly, since they are likely to be spotted where the clay contains more iron than the average. Occasionally, however, we find as result of subsequent rearrangement by leaching, concretionary action, or the like, these resi-’ dual matters differentiated from each other in a most remarkable way, so that beds of nearly pure white clay lie alongside of beds of brown iron ore, itself remarkably free from either clay or chert. The most notable of such instances is at Rock Run where the bed of white kaolin, analysis of which is given in the body of this report, No. A. S., forms one of the walls of a bank of limonite which has for years furnished ore to the furance. In close juxtaposition to the ore - and kaolin, here mentioned, is one of the beds of bauxite for which this region is well known. Kaolin beds of this residual nature are known in many other parts of the State, resting upon the Cambrian and Silurian limestones. Near Jacksonville, in Calhoun county, at Tampa in the same county, and in numer- ous other localities of similar nature, are limited beds of kaolin, none of which, however, have as yet been developed or worked. The following clays described below may be assign- ed to these formations; the china clays, No. 190, from near Gadsen and No. 205 from Kymulga; the fire clays, No. 191 from Peaceburg in Calhoun county and No. 127 from Oxanna in the same county; the stone- ware clays, No. 204 from Blount county and No. 192 from near Rock Run. In most of ‘tthe large limonite banks of the valley regions, these deposits of pure clay occur, usually known as clay horses, some of them are undoubtedly of sufficient extent to be of commercial value. Many « CAMBRIAN AND SILURIAN FORMATIONS. 75 references to these may be found in the Report on the Valley Regions. | While none of these clay deposits have as yet found a market, it may be well for the sake of completeness to give a few details:concerning such as have been recorded. The references to the pages of the report on the Valley Regions, Part II, are also added. In connection with beds of limonite in 8. 31, T. 24, R. 11 E., in Bibb county, mention is made of the fact that the ore lies imbedded in clay of red or yellowish red color, with streaks of a white clay (p. 495.) In Talladega county, in the flatwoods, lying along the line of the Columbus & Western Railroad, in the southeast corner of 8. 2, T. 21, R. 3 E., a white plastic clay which is said to have been penetrated to a depth of 35 feet, is reported te have been struck in a well. (p. 606.) In the same county in 8. 19, T. 19, R.5 E., in the Charlton limonite bank there is a large “horse” of white clay, extensive deposits of white clay are noticed in connection with other limonite banks in the immediate vicinity. (p. 616.) In Calhoun county, in T. 15, R. 8 E., and in Sec- tions 21 and 23, there are many diggings in beds of limonite, and in most of them are “horses” of white clay, (p. 702). Again in T. 14, R. 8 E., in the same county, near Tampa, on land belonging to A. H. Tullis, Section 6, in the red residual clays derived from the disintegration of the limestones of the county, along with barite and limonite in pockets, are found some deposits of kaolin of white color and considerable thickness, up to 10 _ feet. In Section 5 of same township and range, the kaolin is exposedd in a cut of the East and West Alabama Railroad where it is 10 feet thick. (p. 715.) . 76 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. In Cherokee county, to tthe northward of the line of the Southern Railroad in Sections 1 and 2 of T. 12, R. 11, E., there are many banks of limonite which have been extensively worked, and in some of them beds or “horses” of white clay have been exposed. One of these in the Clay limonite bank, in Section 2, Ithe clay deposit is of great extent and several car loads have been taken from it and shipped to Chattanooga for manufacturing into fire brick. A similar white clay occurs in the Hickory Tree bank in Section 1, (p. 759.) The occurrence of the clay in the Dyke limonite bank, near Rock Run, is described on page 777. This is ithe kaolin whose analysis is given below under the number A. 8. In the Washer bauxite band in 8. 35, T. 12, R. 11 E., near Rock Run, and in the Warwhoop and other bauxite banks of the same vicinity, white clay and halloysite are of common occurrence. Some of these clays should be utilized. Some details concerning ithem are to be found in the Valley Regions report, pages 780 to 789. In the limonite banks to the eastward of Tecumseh furance in the same county, in T. 12, R. 12, E., clay “horses” are everywhere found separating the pock- ets of limonite, pages 792 and 793. Accumulations of good plastic clay, which have evidently been deposited in the depressions of the limestone or in ponds, are not uncommon in the area of the great limestone formations. One such near Oxford in Calhoun county, is utilized by the Dixie Tile and Pottery Company. Analysis and physical tests of this clay are given in the body of this report. Of less purity on account of mixtures of sand, etc., similar deposits are numerous, and utilized in places, as, for example, the brick clay at DeArman- ville in the Choccolocco valley. SUBCARBONIFEROUS FORMATIONS. 77 SUB-CARBONIFEROUS FORMATION. In the Sub-carboniferous formation of Wills’ Val- ley is found the best known deposit of pure white clay of this section. This clay occurs chiefly in the lower strata of the formation, generally very close above the Devonian Black Shale. The deposits which have, up to the pre- sent time, been pretty well proven, are to be found in the upper or northeastern end of Wills’ Valley, near the Georgia line, and on both sides of the valley. The most important of them, however, occur on the east- ern side of the valley. They have been described somewhat in detail by McCalley in Part II of his Val- ley Regions report, pages 175 to 182, from which the following details are compiled: The Red Mountain ridges, made up of the strata of the Clinton, Devonian (Black Shale), and Sub- carboniferous formations, occur here as elsewhere in the State, on both sides of the valley. The ridge on the western side is, in general, lower and less con- tinuous than that on the eastern side. The clay occurs in-the lower strata of the Sub-carboniferous, not far above the Black Shale, and it has been “pro- spected” and found to be present in the ridges on both sides of the valley for some ten or twelve miles from the State line southward. In the northwest corner of 8. 3, T. 6, R. 9 E., on the west side of the valley, a test pit exposes the following section: Section on west side of Wil’s' Valley, DeKalb Co. Chert ledge weathered into a sandy rock of yellow color 8 to 12 inches. Strata hidden by CeDTIs............. ceeseeeeeteetteet see eeeceeeeenneenees 2to 3 feet. White clay, without an in places like halloysite........... 3 feet Bluish colored Clay .....c.cccceseeneeseeeeeeees 3 feet, Strata not exposed .. sddee cen Devonian Black Shale................- 78 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. 4 The white clay occurrs in many places in this vicinity, and is called chalk by the pedple. On the eastern side of the valley, the Red Mourtain ridge, as stated above, is more prominent and con- tinuous than on the west. Near the State line, about Eureka station and thence southwestward for a couple of miles, the clays have been tested and in many places worked. They have a thickness aggre- gating about 40 feet, but are said to thicken up oc- casionally to 180 to 200 feet, of which as much as 60 feet is a fine white clay suitable for the manufactory of stone ware. Some of the clay is shipped from here to the potteries at Trenton N. J., and some of it goes to Chattanooga, Tenn. The Franklin (Ohio) Com- pany Mines are situated in the northern corner of 8. 34, T. 4, R.10 E. The clay is won by surface dig- gings, slopes, and tunnels, according to locality. The following section is obtained along the wagon road through the surface: diggings and will give a fairly correct idea of the occurrence. Section at Franklixn Company’s Mines, DeKalb Co. Alternations of chert layers, 4 to 18 inches thick, with fine sharp siliceous powder of white and yellow color............... 12 feet. Chert of light yellow color, interlaminated with thin streaks of clay .... 4... ae ..12 feet. Clay, mostly of yellow ‘color, ‘but with s seams of white lays ..10 feet. Alternations of chert in layers of 2 to 8 inches thickness with clay seams 18 inches in thickness... re i « 4 feet. Alternations of chert in layers 2 to 6 inehes thick with white clay in irregular seams 6 to 12 inches thick... 0 w..... eee Clay, very gritty, of white color and chalky appearance. . an Clay and shale, the ae white and dite the shale green ......... Devonian Black Sha‘e .. bab eegpabeslisiamlecdgasiere re Resed Soule In these mines in the upper twenty feet the clay is more siliceous than in the lower twenty feet. The siliceous clay is better suited for making fire brick, while the plastic clay is a potter’s clay, command- ing a good price. The chert which is interstratified SUBCARBONIFEROUS FORMATIONS. 79 with the clay is also of value in the manufacture of stoneware. : In the N. E. 4 of the S. E. 4 of 8. 4, T. 5, R. 10 E. are the Montague Clay Mines, worked by a tunnel on the southeastern side of the ridge. The clay is about thirty feet in thickness, some of it having a brown col- oration, due to organic matter. It is quite uniform in composition for a distance for at least a mile in a northeast and southwest direction, is quite free from stains of iron but perhaps less plastic than the clay from some of the other localities. near by. Most of the clay here mined goes to Chattanooga for the man- ufacture of fire brick. Two analyses of the clay from these mines are given by Dr. Ries under the numbers 116 and 117 and they are classed by him as fire clays. ‘Further southwest, along the ridge, we find other occurrences of the clay as in the S. W. # of the N. W.} of S. 12, T. 6, R. 9 E., where there is an old open- ing on a clay bed, which shows some four feet of clay. Still further southwestward in the N. W. } of the S. E. 4 of S. 15, T. 6. R. 9 E., there are numerous sur- face diggings, and tunnels in a clay bed thirty feet or more in thickness. Some of the clay of this deposit is of most beautiful quality, and especially well ‘suited to the manufacture of the finest stone ware. A ‘set of china ware, 700 pieces, made from this clay took a premium at the New Orleans Cotton Exposi- tion. In places the clay has streaks and stains, due to iron, and in other places it has a dark gray color, due to the presence of organic matter, which does not pre- vent its burning to a white color. Much of ithe clay is adapted to the manufacture of fire brick as shown by the analyses of a sample collected by Dr. Ries, 80 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. number 119. Analysis, number 214,shows the quality of the purer and whiter variety. The clay deposits extend to within two or three feet of the Devonian Black Shale, thus fixing the occur- rence at the base of the Subcarboniferous formation. Beds of potter’s clay of this formation have also been noted at other localities, among them one in the railroad cut just north of Stevens’ switch on the A. G. S. R. R., and another in Calhoun county in 8. 19, T. 15, R. 6 E.* Hard white clay; like halloysite in appearance, has also been noticed at points in ithe Tennesseee valley, near Stevenson, and it is quite probable that search in that valley would be rewarded by the finding of deposits of the clay of commercial importance. COAL MEASURES. In some parts of the coal fields, the under clays of the seams of coal have been utilized in the manufac- tory of pottery, as at Jugtown, near Sterritt, in St. Clair county; -t Fort Payne and Rodentown, in De- Kalb; at Vance’s Station, in Tuscaloosa county; at Summit, in Blount county, and at Arab, in Marshall county. In all these places the clay is manufactured into jugs, flower pots and similar articles, while at Fort Payne it is also used in the manufacture of fire brick. The shales of this formation are also utilized in some parts of the State, notably at Coaldale, where they are made into vitrified brick for paving purposes. At the Graves Coal Mine, near Birmingham, occur two bodies of shale, which have been analyzed and *Valley Regions, Part II., pages 441 and 741. CRETACEOUS FORMATION. 81 otherwise tested for this report, and, the results of these tests are to be found below, numbers 170 and 171. Dr. Ries hag tested also the Carboniferous shales from near Pearce’s. Mill, in Marion county, and finds them admirably suited for the manufacture of pressed brick and with a mixture of a more plastic clay suit- able for the manufacture of terra-cotta (No. 3.) Up to the present time none of the clays from the Coal Measures have been found suitable for use in the manufacture of high grades of fire brick, but this may be due to the circumstance that very few of these clays have beeen examined. Of shales suitable for making vitrified brick, there is the greatest abund- ance. CRETACEOUS FORMATION. In many respects the most important formation of Alabama in respect of its clays, is the lowermost division of the Cretaceous, which we have called the Tuscaloosa. The strata composing this formation are prevalently yellowish and grayish sands, but subordinated to ithese are pink and light purple sands, thinly laminated, dark gray clays holding many well preserved leaf impressions, and great lenses of massive clays varying in quality from al- most pure white burning clays to dark purple and mottled clays high in iron. This formation occupies a belt of country extending from the northwestern corner of the State, around the edges of the Paleozoic formations to the Georgia state line at Columbus. Its greatest width is at the north-western boundary of the State, where it covers 82 GEOLOGICAL RELATIONS Of ALABAMA CLAYS. an area in Alabama thirty or forty miles wide and about the same width in Mississippi. From here towards the southeast the breadth of the belt gradually diminishes, till at Wetumpka and thence eastward to the State line, it forms the surface along a belt of only a few miles width. To the eastward of the Alabama river, the propor- tion of clay to the rest of the strata is less than in the other direction, and at the came time the clays themselves are as a rule more sandy. But from the Alabama river northwestward, in the gullies, ravines, and railroad cuts, there are many exposures of these beds, exhibiting sections of clay beds from six to for- ty or fifty feet in thickness, and of varying degrees of purity. Ina general way we may say that the purer clays, resmbling kaolin in composition, have as yet been found only in the northern part of this area in Fayette, Marion, Franklin and Colbert counties, and the adjoining parts of Mississippi. In my Coastal] Plain Report, published in 1894,* I have brought together many details concerning the Tuscaloosa formation in the counties of Lee, Rus- sell, Macon, Elmore, Autauga, Chilton, Perry, Bibb, Tuscaloosa, Pickens, Lamar, Fayette, Marion,. Franklin and Colbert, and the reader is referred to that book for full discussion of the formation. In order, however, to present the clay occurrences: as completely as possible I shall give extracts from the Coastal Plain Report in so far as they may be descriptive of the deposits of clay. To these extracts are added a number of details received from a report made by Dr. George Little, who in 1891, spent several months making for the Geological Survey ,some examinations of the clays. *Pages 307-349, 531-2, 536, 541, 545, 549 554, 556, 559. CRETACEOUS FORMATION. 83 of this formation. Dr. Little brought together a large collection of the chief varieties of these clays and from these specimens, many of the analyses found in the report below have been made. Use is also made of manuscript notes of my own on examinations made since 1894 and of descriptions of clay occurrences in the report on the Valley Regions, Part I, by McCalley. Inasmuch as the remarks of Dr. Eugene W. Hil- gard on the clays of Mississipppi apply in general to the clays of this State which lie immediately ad- jacent to them on the east, a short extract from his Report on the Geology and Agriculture of Missis- sippi will not be out of place. These notes relate to the clays occurring in Townships 4, 5 and 6 in Tish- omingo county, Mississippi, and were published in Dr: Hilgard’s Report on the Geology and Agriculture of Mississippi, 1860. “A large deposit of white clay of great purity, how- ever, occurs in Tishomingo county, chiefly in the southern portion of the territory of the Carboni- ferous formation, following very nearly its western outline. It there forms a regular stratum of con- siderable extent, which .in one locality at least, was found to be more than 30 feet in thickness. The bed attains its best development, so far as the quality of the material is concerned, in the northern portion of Township 5 and in Township 4, Range 11 east, where it is about 30 feet underground in the uplands, though at times appearing in limited outcrops on ithe banks of the streams. Northeastward and south- westward from the regions mentioned, the bed also occurs but changed in character, at least near the surface, to a white gritty hardpan, or clays of various colors and of much less purity. It forms the lowest 84 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. visible portion of the Orange Sand formation, and is almost invariably overlaid by strata of pebbles and pudding stone, which in their turn are sometimes overlaid by common orange-colored sand. The most southerly exposure of these beds, known to me, occurs on a small branch of McDouglas’ Mill creek, in Sections 5, 4, and 9, Township 6, Range 10, east, near Mr. Pannel’s place. For more than a mile along this branch there are exposures in which about 20 feet of a whitish mass, varying from a fine clayey sand to a white plastic clay, appears overlaid by thick beds (20 to 40 feet) of ferruginous pebble conglomerate; the latter in its turn being overlaid by the common ferruginous sand and brown sandstone on the hilltops. Similar outcrops appear in the neighborhood of Mr. Aleck Peden’s place on Sections 3 and 27 ,Township 5, Range 10 east, northeast of Pannel’s Here also a white stratum of which only a few feet are exhibited is overlaid by pebble conglo- merate, and this by the common Orange Sand. The white mass varies from white plastic clay to fine. grained aluminous sandstone; its upper layers are sometimes composed of a singular conglomerated mass, consisting of small, white quartz pebbles im- bedded *‘n pure white pipeclay. In both localities, copious springs of pure water are shed by the im- pervious clay strata. At Mr. Peden’s, ithere is a fine bold chalybeate spring which seems, however, to derive its mineral ingredients (sulphates of iron and magnesia and common salt) from the adjacent Carboniferous strata rather than from those of the Orange Sand. In either of the localities mentioned, materials suited for fine pottery, or queenware, might be obtained. Thence northwest, the stratum is not often found CRETACEOUS FORMATION. 85 outcropping, but, as had been stated, 20 to 30 feet below the surface of the uplands; the country being but slightly undulating. At Dr. Clingscale’s, Sec tion 8, Township 5, Range 11 cast, the clay stratum was struck at the depth of about 30 feet beneath sand and pebbles; it was dug into, without being passed through, for nearly 30 feet more, no water being obtained from below, but dripping in above from the base of the pervious strata. The whiteness and plasticity of the material seems to increase with the depth. The portion of what was dug out of the well in question, had already been removed at the time of my visit, having been used for various economical purposes as, chalk, whitewash, and “Lily White’. The specimens examined were, therefore, rather below the average quality, and on long exposure to the air, their surface shows some yellowish spots. I found nevertheless, that in baking at a high heat they yielded a biscuit of greater whiteness than their natural color when fresh; and that fine splinters, exposed for ten minu- tes to the highest heat of the mouth blowpipe, retain- ed their shape perfectly while reduced to a semi-trans- parent frit. A quantitative analysis of the clay from Clingscale’s well gave the following results: White Pipe Clay from Clingscale's. Insoluble matter... 0 ..essssesesescssscsssee cosescerpeeseaeasscesescensennveceteee eee OOLE77 VUNG erveceescesacnerieacianeveceavevines 3 abet als Sdenvinassssasvaveneesedenabaedeacatenvn 0.140 Mae titel secnaue dir uentszncies acterverres 3 weve tTACce Peroxide of iron se vase» 0,126 ALOUIING iy accesacctsacessdeeiinexezedenereeeeeeeeeite eens Bissitstaacvaesieestala Ld: WlGE ccecicenianicenitincinin Meee Gaenens 1am OOD 99.864 This analysis (which was made solely for the pur- pose of ascertaining the ingredients foreign to the 86 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. clay proper) proves the singular fact that this clay, though occurring in a formation characterized by the large amount of iron it commonly bears, contains a remarkably small amount of that substance, which, together with minute porportions of lime and mag- nesia, explains its infusibility. The two most important practical purposes which the materials occurring in the deposits just describ- ed will serve, are the manufacture of fine queenware and that of fire proof brick. (Not porcelain. Kaolin or porcelain earth contains, besides the white clay, a certain amount of undecomposed feldspar, which imparts to it its property of being semi-fused at the temperature of the porcelain kiln. The same prop- erty might be imparted to the white clay in ques- tion, by the artificial admixture of ground feldspar, but it could not thus compete with the naturel kao- lin of Alabama). As for the queenware, the plasticity of the mate- rial leaves nothing to be desired ; and since the amount of siliceous matter varies greatly in different lay- ers, there could be no difficulty about givng to the mass the precise degree of meagerness which may be found most advantageous, by mixing the several successive layers. The same may be said with reference to the manufacture of fire brick (to which these ma- terials are admirably adapted), which would proba- bly, at the present time, be the most feasible and most profitable manner in which the beds could be made available. The manufacture of fire brick differs from that of ordinary brick in this, that it requires more care, both in working the clay and in moulding the brick. Beyond their fireproof quality, it is demanded of fire brick that their shape be perfect, their mass uniform and without flaws in the interior; also that CRETACEOUS FORMATION. 87 they shall be liable to the least possible shrinkage in a high heat. The latter quality is imparted to them by a considerable mixture of either sand or ground fire brick to the fireproof clay, which itself ought to be thoroughly seasoned before, and then well worked up with such additions of the above materials as may be required. In judging of the amount of sand or ground brick to be added, it is to be observed, as a rule, to add as much as may be consistent with the proper firmness of the burnt brick and with conve- nient moulding. The latter process ought to be per- formed, as in the manufacture of pressed brick, when- ever a first-class article is aimed at, for it is only thus that external and internal flaws are entirely avoided. In some localities materials may be probably found which reduire no further admixture—the strongly sili- ceous varieties of the clay; but whenever sand or burnt clay is added to the mass, care should be had that it be free from iron, which would seriously im- pair the fireproof qualities of the clay. None but white sand should be used. For the rest, they may be burnt in kilns like common brick.” RUSSELL AND MACON COUNTIES. Within the limits of Girard and Phoenix City, op- posite Columbus, and in the hills to the west of Gi- rard, are many exposures of the Tuscaloosa strata, aggregating some 200 feet in thickness. These are composed mainly of sands, but there are numerous beds of white, gray and purple or mottled clays inter- stratified with the sands. The small stream which flows through Girard exposes a number of these clay beds, and others are to be seen in the hills to the west of the town. The materials for the manufacture of 88 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. drain pipe, vitrified brick, pressed brick etc., are here in abundance. These clays are to be seen at intervals along the road leading toward Montgomery, e. g., near Marvyn, Crawford and Society Hill, the prevailing variety be- ing the mottled red or purple clay. Northwest of So- ciety Hill these clays occur as far as Farrell’s Mill, in Macon county. Near Cowles’ Station, at the ferry across the Talla- poosa river, purple clays, three feet in thickness, show in the river bank, and a short distance further down the river at the site of Old Fort Decatur, a fine sec- tion of the Tuscaloosa beds, including many beds of clay from one foot thickness and upwards is ex- posed.* ELMORE AND AUTAUGA COUNTIES. In the vicinity of Old Coosada town, along the banks of the river, about Robinson Springs and Edge- wood, there are many occurrences of the clays of this formation, analyses of which have been made by Dr. Ries, and the results given below in the body of the re- port. About Edgewood there are several potteries and one ochre mine using the materials of the Tusca- ‘loosa formation. McLean, Vaughn and Boggs have potteries here, and Pressley has one further ‘west. At Chalk Bluff, near Edgewood, there is a very characteristic section exposed in an ancient bluff of the river, now at a distance of more than a mile from that stream. The section is as follows: *Coastal Plain Report, p. 554, 556. CRETACEOUS FORMATION. 89 Section at Chalk Bluff, Elmore County. 1. Layette red loam and pebbles... ........... 15 feet 2. Gray and yellow sandy clays, in distinct but Trregular ayers) sscesicc, wsersahdene 60 aveveieneia 6 “ 8. White clay, 3 feet graduating downwards into yellow ochreous clay, 3 feet ...........055 6. “ 4. Gray plastic clay blue when wet, and exceed- ingly tough and sticky; full of vegetable remains, flattened and bituminized ........ 10 “ Two samples of this clay (Nos. 101 and 122) have been tested and analyzed by Dr. Ries (see below un- der the head of Pottery Clays and Brick Clays), where a section of this bluff is given, differing slightly from the above. This is not to be wondered at, since ‘the stratification is very irregular, and no two sections, twenty feet apart, are idential. Along the line of the Mobile and Ohio Ry., in Auta- gua, and on most of the pubilc roads leading from Prattville north and northwest, there are exposures of Tuscaloosa strata, consisting of sands and clays, the former predominating. In the western or northwest- ern part of the county, near Vineton, many instruc: tive sections of the Tuscaloosa beds are to be’ seen. Some of these sections include beds of clay, which are of interest in our present work. Section, near Col. J. W. Lapsley’s place, Vineton. 1. Stratified clays of white, pink, and purple colors, interlaminated with thin sheets of yellow sands; the lower part of this bed has a larger proportion of sand .......-++eeees 10% feet 2. Gray laminated clay with partings of purple sands .......25 esses Ag avebapbewibente se erm we 5 3. Yellowish white laminated clays, with purple and other ‘bright colors on the dividing planes, 5 feet showing, but the same beds appear to continue down the hill for at least ten feet further ........ cece eeee te eeeee 15 90 GEOLOGICAL RELATIONS OF ALABAMA CLAYS. Section No. 2, near the preceding. 1. Yellowish sands, beautifully cross-bedded.... 4 feet 2. White and pink clays, interbedded with yellow SANS: cic isaivee. wears Gees TS SS MHS VE QRS 10 “ Section No. 8, same locality. 1. Purple clays interbedded with reddish sands. . 6 feet 2. Mottled (red and yellow) sandy clays, partly obscured by overl.ying pebbles and sands...... 12: 8. Red sands with small lenticular bits of yellow CDV ccscycee ea wah dd SER Ree bse ye Ree iB. 4. White and yellow laminated clays ......... 6to8 * At the bridge over Mulberry, near Vineton, the fol- lowing strata are shown in the banks of the creek: Section on Mulberry Creek, near Vineton.~ 1. Mottled purple clays, similar to those at Steele’s Bluff on Warrior River ........... 5 feet 2. Yellow cross sandy beds ............02e0eee Die oes 8. Mottled clays sandy below .......,.-.++--- 5 4. Grayish white m caceous sands, with irregular patches of red and yellow colors; to water's COE site Wraiat ee SOG IE Ey RS AG ee a BIBB COUNTY. From ‘Vineton up to Randolph very little of the strata of the Tuscaloosa formation can be seen until within three miles of the latter place, where dark pur- plish gray clays are to be encountered. Between Ran- dolph and Centerville, along the public road, and at many points along the railroad fom Mapleville to Centerville, there are occurrences of the massive clays of this formation. These clays have given much trouble and caused much expenge to the railroad, from the fact that when softened by the winter rains they squeeze out into the railroad cuts, filling them up and overflowing the track. Where the clays from the cuts are used to make embankments, they are equally troublesome, as they are continually giving way. We CRETACEOUS FORMATION. 91 have no accurate notes of the sections exposed in the railroad cuts but the public road from Randolph to Centerville has been. somewhat closely examined. At Soap Hill there is a typical section as follows: Soap Hill, 7 miles East of Centerville. 1. Purple and mottled clays at summit of hill... 5 feet 2. Clayey sands in several ledges .............. LON 3. Cross bedded yellowish and whitish sands, traversed at intervals by ledges of sandstone formed by the induration of the cross-bedded Sands 22.6665 64 iba Raine” ENN ke) aRhalaaanen 30 “ 4. Laminated gray clays with partings of sand.. 10 “ 5. Alternations of laminated gray clays with cross-bedded sands in beds of 12 to 18 inches thicknéss- .:caccceas “sicaadeas BWR we Koes ogee -70 99.50 Total MUXESi cacecked HEESEGEGEY CROLL HEE Se Ree 4.55 Specific gravity «..ccssers J1a EER EHORe FOO MEE 2.52 The rational composition is Clay substance .....6.5 ceees eee reere eeeeeeeees 70.30 QUATEZ wee eee cece ee terre n teense settee teens 18.00 Feldspar .....-.eeesee ceeereee gee seen nee 22.20 120 DETAILED REPORT ON ALABAMA OLAYS. This clay possesses an advantage in the density pro- duced. by moderate burning but its high shrinkage would have to be counteracted by the addition of more quartz. CHINA CLAY. FROM J. R. HUGHES, GADSDEN, ALA., (NO. 190.) In the lump specimens this clay shows little evidence of stratification. It is mostly white in color, and on the average very fine grained 95 per cent of a lot of the sam- ple sent passing through a 150 mesh sieve. There are scattered through it occasional lumps of the halloysite, so that the material would either have to be ground or washed before shipping it to market. The latter course would be more advisable as it at times shows yellow patches of color. When thrown into water the clay slakes moderately fast to flocculent particles. In wash- ing it tends to stick on the sieve somewhat, and this might cause trouble in pottery manufacture unless ground quartz and feldspar were mixed with it in the proper pro- portions. In working it up with water 37.50 per cent of water were required, and gave a mass of high plasticity. The bricklets made from this had an airshrinking of 8 per cent. In burning a noticeable property is the great density at- tained at a comparatively low temperature, but this is al- so accompanied by an additional though not great shrink- age. Thus, at about 2130 F. the total shrinkage was about 14 per cent. and the bricklet very dense; The color was white. At 2250 F. the shrinkage was 15 per cent. and the color white with a faint tinge of gray. At 2350 F. the shrinkage remained the same, and the color white with a faint cream tinge. Incipient fusion began at 2250 F. OHINA OLAYS. 121° The clay fused at cone 27 in the Deville furnace. The clay has to be heated: very slowly in ‘burning in order to prevent cracking. : The tensile strength of the briquettes was tried i in sev- eral different ways. One lot was made from clay ground. to pace through a 20 mesh sieve, and these showed a tensile strength of 187 lbs. per square inch, the maximum being 154 lbs, ‘the variation in the different briquettes being 20 per cent. A second lot was ground to pass through a 60 mesh sieve, and here the average strength was 138 Ibs. per square inch, the maximum being 143 lbs. and the variation 12 per cent. A third lot was ground to pass through a 100 mesh sieve and here the average tensile strength was 132 lbs. per square inch with a maximum of 150 lbs. and a vari- ation of 15 per cent. The chemical analysis of this clay yielded: Analysis of China Clay, J. R. Hughes. Gadsden. (No. 190.) SUCH ca cckies Averateaas eee sieia Ree eale: wed ata 3.30 ANNs ake oereny Sewens sgdawier oa gaa eces 69.0¢ Ferric: oxid@..ess2<< cheeee seeees weeEgeeecuss 20 TMG ssiccrs akateges Skwsied tics sheeeese 4004 Wateri.cscnct~ wisiisadtco Wamsiiie te: eidmane Aree 28.10 100.66 48.(No. 4.) Three mixtures were made up as follows: a. 83 per cent. smaller than 20-mesh. 67 per cent. 10-20 mesh. b. Under 30 mesh. c. Under 20-mesn. All three gave lean mixtures. a. Took 23 per cent. water to work it up. b. Took 20 per cent. water to work it up. c. Took 24 per cent. water to work it up. The air shrinkage was b. 2 per cent., c. 1 per cent. At 2400° F. b showed 10 per cent. shrinkage and the particles barely colored. At 2500°F. b had shrunk 11 per cent. and held; c 13 per cent. but was very loose. : At 2600° F. b. and c. had both shrunk 13 per cent. ‘but could still be scratched by the knife. At 3000° F. the bauxite was unaffected, and show- ed a total shrinkage of 17 per cent. 146 DETAILED REPORT ON ALABAMA CLAYS. Analysis of Bauxite, Rock Run, Cherokee Oo., No. 4, SiliGaasccsce Sea KCES See ee. Wed es. 64 Sew ees 3.30 PVM MING oe sss6s Sao awe hte Ae Saha ak At, Ss Saher oR ns 66.70 Ferrie: Oxlde@insausec sieaes bts: whe Mew FSG Guepeuersee ES “10 Wate Bisvicisicasie. in yuedidepue, Sdacsunseneese “ssdoveriimiae’ saver ale 32 31.30 101.40 49. (No. 5.) Mixtures made were: a. 85 per cent. 10-20 mesh and 65 per cent. under 20 mesh. Required 18 per cent. of water to work up. b. under 30-mesh. Required 20 per cent. of water. c. under 20-mesh. Required 25 per cent. of water. The air shrinkage of all was 1 to 2 per cent. At 2550° F. the shrinkage was 20 per cent. The bauxite when heated to cone 30 in the Deville furnace, preserved its form and sharp edges, and showed the faintest trace of incipient fusion. It is therefore highly refractory. Analysis of Bauxite, Rock Run, Cherokee Co., No. 5. TIC sisialec Dek ccctecsiaonday, —wawk. Seca Mtastee hce feces av areade 2400° F. Average tensile strength... ...... .. "225 Ibs. per sq. inch Maximum tensile strength ...... .... 254 Ibs. per sq. inch *Mo. Geol. Survey, XI, 350. POTTERY OR STONEWARE CLAYS. 179 (No. 23 S.) STONEWARE CLAY. HEZEKIAH WIGGINS, FAYETTE CO. A light gray, hard, compact clay, of moderately silic- ious character and containing a few scattered mica scales. It slakes very slowly to tough scaly flakes. In order to make a workable paste the clay required the addition of 34.3 per cent. of water. This paste was markedly plastic. Its shrinkage in drying was 14 per cent. and 8 per cent. in burning, giving a total shrink- age of 22 per cent. The tenacity of the air dried mass was on the agerage 232 lbs. per square inch with a maximum of 300 lbs. per square inch; which is exceeded by comparatively few clays. Incipient fusion occurs at 1900° F., vitrification at2100° F., and viscosity at 2300° F. The clay burns to a dense madd body, but requires slow aa and heating to avoid cracking. The composition of this clay is as follows: Analysis of Stoneware Clay, H. Wiggins, Fayette Co. (No. 23 S.) Silica: (total): scossicuy soeiena deals Baws ea eorete eds 63.27 AIUMING gesseexs siesta eemaeee so ver wtets 19.68 Watel cueagess coiewanes SaseeaeRee ceere acts 6.05 HOM ORIUE c.ceecattoe SASH, BSES CESS 3.52 TSTEINGS etausrereccaia seve:-sr) varevai etatieie cous ave: » Sedatevershey “ese eS ASNs 1.30 MB EWOSIE. cxicce vavicw-at sdesinrnerararss suncmanmisiaiatwcel: seve abe ceece tr. B00: 0:1 ee ee eee ee 1.20 MOIStUIC: 2 ¢s-ser6ieis-s Bae ce eee RR TE Re eee 8 ere 3.75 98.77 Free silica (sand) «++ e+e sees cee ene co eenans 89.59 Total fluxeS ...cc0e secvccee cosces coccsevvece 6.02 Specific gravity .....eee oe eiereleiere:e) 9:00 isieib:e'e's sajers 2.32 The clay agrees in composition in a general way with some of the stoneware clays of Missouri and Ohio, and its shrinkage and tensile strength are similiar to a ston 180 DETAILED REPORT ON ALABAMA CLAYS. ware clay from Harrisonville, Cass Co., Mo.,* but the lat- ter having nearly 3 per cent. more fluxes fuses at a lower temperature. (No. 65a. S.) POTTERY CLAY. TEN MILES SOUTHEAST OF HAMILTON, MARION CO. A moderately gritly, medium grained clay with a few mica scales, it required 28.9 per cent. of water to make a workable mass, which is rather lean. The air shrinkage of bricklets made from this was 6.5 per cent. with an additional shrinkage of 5.5 per cent. in burning, making a total shrinkage 12 per cent. The average tensile strength of air dried briquettes was 58 lbs. per sq. inch with a maximum of 6.5 lbs. per square inch. Incipient fusion occurs at 1950° F., vitrification at 2150° F., and viscosity at 2350° F. It burns to a grayish buff color. The chemical composition is as follows: Analysis of Pottery Olay, 10 miles southeast of Hamilton, Marion Co. (No. 66a, 8.) Silica (total): -++++e sescescesces sonnecescsenes * 70.00 AIMIVING. ci viwheee 42445805 Sa4iderene Shewew ow 21.31 VRIES .decdesna Sas intake Siar eenne Leoeasaes 6.35 MELPIG: OXIGE: ois sevevaveicinte, soled dco wes biekere, “Oseieeiee's! iiepsie tev 2.88 DUBE sxcasces near enae Meagae es S2ee eke RECCES -20 MIGSNCR Mawes SAKE RNSOS KERRIER Bee tr. AILGNOS as csceee eaeoendedaw ExeRwwew 24 ed c24ERe tr. MUStUPE cacecndiece SPEINE ED eensaneeaae eane -50 101.24 Free silica (Sand)+-+-+ ssseseseeeee oe we eeeee oe 45 80 Total \AUECS: sess wary eee ee. Ses orawemiakie garemioulan 3.08 Specific eravity scnawaws sseesemen seaceis wewees 2.10 *Mo. Geol. Survey XI, p. 315. POTTERY OR STONEWARE CLAYS. 181 (No. 62 8.) POTTERY CLAY. THOMAS ROLLINS, FRANKLIN CO. A fine-grained tough clay, which slakes very slowly when thrown into water, but splits very easily along thin sandy layers which occur at intervals of about every half inch, a few mica scales are present, the addition of 20 per cent. of water gave a workable and quiet plastic paste. The shrinkage of bricklets made from this paste was 10 per cent. in drying, and 4 per cent. in burning, or a total of 14 per cent. The average tensile strength of air dried briquettes was 102 lbs.per square inch, with a maximum of 127 lbs. per square inch. Incipient fusion occursat 1900° F., vitrification at 2100° F., and viscosity at 2300° F. The clay burns to a red- gray, but has to be heated very slowly, The composition of the clay is as follows: Analysis of Pottery Clay, Thomas Rollins, Franklin Co. (No. 62, S.) Total silica ...... ccccccces ceanenece connesece 67.50 GMIOd wekuker aes Seen otaew uses aiadwate ls: TROIS Wate Gtacese Baetehess COP2Se gasetees eae yee 6.15 Ferric oxide 6.15 Lime .12 MagneSia ...... ccc ee cee eee ree tee ee eteeee 10 IMOUStUTE® seis: upk aie es Baleares RS CRAG ele eee Joe Re 1.50 TOCA) citarseeesan 2 Feiiagiewais see Bee ae 100.97 WIGS. (GANA es fdeee eh yee B44 He ST Ew eS 43.46 Pere TON co) ces tabs eaten. vssecoo eo 5.80 Speeifie gravity <.2.ecesae @4as KERR ESE BEN EH 2.36 (No. 55 S.) POTTERY CLAY (REFRACTORY.) J. W. WILLIAMS, PEGRAM, COLBERT CO. A white clay of fine grain, which slakes easily in water. The addition of 26 per cent. of water gave a lean 182 DETAILED REPORT ON ALABAMA CLAYS. workable mass which shrunk 5 per cent. in drying, and 10 per cent. in burning, giving a total shrinkage of 15 per cent. The average tensile strength of air dried briquettes per sq. inch is 30 lbs, and the maximum ten- sile strength per sq. inch is 35 lbs. Incipient fusion occurs at 2150 F., vitrificataon at 2300 F., and viscosity at 2500 F.; the clay burns to a dense yellowish white body. Following is the composition of the c'ay: Analysis of Pottery Clay J. W. Williams, Pegram, Colbert Co. (No. 55 8.) Total silica 2.2... 605 cece cece ee cee ween nne 66.45 AIUMIDS. ccccncwici Lec ese ee Gee eee ESS 18.53 Ferric Oxide ......... ceenseeens ceereeeceecee 2.40 Water ccceewg sia cwsiedar Sense yori: iecialiece diene 8.68 LiMe: cacsee4ek WEN RARE wee Seslee eee ee aula S 1.50 MaPNGSia. wwe cisiiee esas hee cae easemies gyeeisreee 1.25 AIKGNIES siege Poses ee MERTSENE Gata Megas vaes tr. IMO@IStULCS ainciedey Bidens “heute Spe eusae LSAG SES Be -78 99.59 Free silica (sand)........ ....e% Utes Wis Maeda aa 44.22 Total MUKES) jo jaid S ioxe seanties! eae ease Gl evisu) sates a 5.15 Clay: DaSC. eeees can cae woused ae dal Sdigdiy enemies 49.44 Specific @ravity’ 22.6 s+euew Av geese Ga we dees ew ew 2.39 This clay could probably be purified by washing, it corresponds in general composition to a fire clay from Parker and Russel’s Mine* near St. Louis Mo., but the latter on account of its greater coarseness, has a larger refractoriness. BRICK CLAYS. The term brick clays is a somewhat elastic one for it may include those used for the manufacture of common brick, front or pressed brick, and paving brick. As the requirements are somewhat different they can be men- tioned briefly and apart. Clays for common brick. For this purpose almost any +*Missouri Geol. Survey. Vol. XI, p. 570. BRICK OLAYS. 183 clay suffices, in fact so little attention is applied to material used for this purpose, that the product is often soft and porous. Clays for common brick should not be excessively sandy, otherwise the brick will be weak and porous. They should possess sufficient plasticity to mould without cracking, but not be so plastic as to warp, due to excessive shrinkage. Most brick clays burn red. Fer- ruginous clays can be more safely burned to a hard pro- duct than clacareous ones, which burn buff or cream colored. The methods used for moulding common brick are the soft mud, by which the soft plastic mass is forced into the monld; and the stiff mud, in which the clay is forced from a die of rectangular cross section and then cut up into bricks. The latter method gives greater capacity, but the bricks unless thoroughly burned will not stand the weather as well. Very plastic clays and very lean ones are adapted to the stiff mud process, the former be- cause they are not tenacious enough, the latter because owing to their pastiness and the structure of the machine a laminated structure is developed in the brick. Brick clays should have a tensile strength not less than 50 lbs. per square inch. They are not required to stand a high degree of heat, a few common brick kilns attain a temperature of over 1800 or 1900 degrees Fahr. The more rapidly the clay slakes the easier will it be to temper it. Clays for front or pressed brick. For this purpose a lighter grade of clay is required, and the material must not only burn toa hard body but also to a uniform color, for on the latter depends much of the beauty of the structure. In no branch of the clay working industry is the range of colors producible from natural clay mixtures more carefully considered than in the manufacture of pressed brick. 184 DETAILED REPORT ON ALABAMA CLAYS. Many shades are obtained either by mixing two or more clays, or by adding artificial coloring agents to the raw materials. Clays for front brick should shrink evenly in burning, and not warp nor crack. Straightness of outline and evenness of size are essential to close fitting when set in the wall. Many front brick are moulded by the dry-press process, in which the clay is forced into the mould in the form of a dry powder. Such bricks have straight edges and smooth surfaces, but unless burned good and hard they chip easily. At many localities the clay is moulded in soft mud or stiff mud machines, and the brick, while still soft, re- pressed in a second machine whereby the surfaces are smoothed even and the edges straightened. These lat- ter brick do not tend to exhibit the same brittleness along the edges as the dry press brick are apt to. Front brick sell from $15.00 to $70.00 per 1000, de- pending on the color and shape. Clays for paving brick. The naturé of these must be such that they can be burned to vitrification. To do this economically and on a large scale the points of vitrifica- tion and viscosity should be at least 125° F. apart and preferably 200° F. If they were not it would be impos- sible to bring a kiln full of bricks to vitrification without running them up to the temperature of viscosity. For this reason calcareous clays are not well adapted to pav- ing brick manufacture. Paving brick clays should possess moderate or good plasticity so that they can be moulded by the stiff mud process, and while it is desirable that the tensile strength should be 75 pounds or more, at the same time many good paversaremade from mixtures whose tensile strength is not over 50 pounds per square inch. Shales are used to a large extent for the manufacture : BRICK OLAYS. ‘ 185 of paving brick, partly because many of them contain about the right quantity and kind of fluxing impurities, and also because, owing to the fineness of grain, they vit- trify more evenly and thoroughly. Paving brick are at times made from fireclay, and the results obtained are excellent, but still shale isthe favored material. Except for comparing brick made from the same deposit, the color is absolutely no indication of the quality of a paving brick. ‘ The important properties which a paving brick should show are low absorption (under 2 per cent.) and resistance to abrasion. Crushing strength is of little importance provided it exceeds say 8,000 pounds per square inch. The brick clays described below come from several geological formations. The Graves’ shales, Nos. 107 and 108 ; the Coaldale shale and the Pearce Mill shale, No. 3, are Carboniferous shales. The Dixie clay and No. 128 and 129 of Mr. Stevens, are from the Poleozoic limestones, while the rest, No. 110 from Shirley’s Mill, No. 122 from Chalk Bluff, Elmore Co.; No. 126 of Mr. Stevens, from Woodstock ; No. A, from Tusealoosa Co., are from the Tuscaloosa formation of the Sower Cretaceous. (Nos. 107 and 108.) BRICK-SHALES. W. H. GRAVES, BIRMINGHAM, JEFFERSON CO. Associated with the coal on the property of Mr. W. H. Graves are two beds of shale, viz: a yellow, sandy shale, and a gray one containing much less grit. Both of these were tested physically and the results of these tests are given below. The yellow shale contains a high per cent- 186 DETAILED REPORT ON ALABAMA CLAYS. age of ferric oxide and fuses very easily, while the gray shale contains several per cent. less, and is much better adapted to the manufacture of vitrified wares. The com- position and physical characters of the two are given side by side for the purposes of comparison. Light or gray shale, No. 108. Plasticity, quite good. The shale takes 25 per cent. of water to work it up. Air shrinkage 2 per cent. Shrinkage at 2000° F., 9 per cent. Brick good red color not, very porous. Shrinkage at 2200° F., 12 per cent. Brick reddish brown, and just about vitrified. Fusion a 2500° F. Tensile strength—average 105 pouuds, minimum 85 pounds per square inch. Dark or yellow shale, No. 107. Plasticity moderate; shale gritty, requires 20 per cent. - of water to work it up. Air shrinkage 14 per cent. Shrinkage at 2000° F., 5 per cent. Brick good red color. Somewhat porous. Shrinkage at 2150° F., 63 per cent, Brick nearly dense, reddish towards brown. At 2250° F., nearly vitrified. Fusion at 2500° F. Tensile strength only 40 pounds to square inch. Analysis of shales, Birmingham, Jefferson Oo. (No. 107 and 108.) (108) 107) BIICA. oss eeeee 244 050REe 4X4 eecee ako 57.80 61.55 ANU ae -bukdo backed eens. aaeend 25.00 20.25 Ferric oxide ...... ssccee seveee soe 4.00 7.23 TAME -ptaew $IBRAaee Adeeex) Wawad aaa 2.10 tr. Magnesite csvisacas “usaeq. KA RRs KEKE 80 -986 Pepi wav dew Weng Sade Kexeae “ae 7.50 6.19 Alkalies: ccs eu aesass mage ged caarewtign 1.80 2.25 99.00 98.466 TOtal: MURGS! seas. aiiacsdeiet ss 2a esas 8.70 8.45 BRICK CLAYS. 187 . The gray shale burns to a denser, harder body than the yellow, and does not blister as easily in burning ow- ing to its lower per centage of iron. PAVING BRICKS SHALE, COALDALE, ALA. A yellowish red, soft shale, with considerable grit. No mica or pyrite noticeable. Ground to 80 mesh and mixed with 22 per cent. of water it gave a lean paste, which shrunk 4 per cent. in drying and 5.5 per cent. in burning, giving a total shrink- age of 9.5 per cent. The tensile strength of the air dried briquettes was on the average of 25. pounds per square inch with a maxi- mum of 35 pounds. Incipient fusion occurs at 1900° F., vitrification at 2000° F., and viscosity at 2150° F. The shale burns to a red body and makes a good red brick. It is also used for paving brick. (No. 33.) RED SHALE, PEARCE’S MILLS, MARION CO. There is an an extensive outcrop of partially weathered Carboniferous shale along the private road of Mr. Pearce just before reaching the millls. It is a red, rather fine grained material, and contains a small amount of mica. Its soft character renders the mining of it an easy matter. When ground the shale gives a moderately plustic mass whose plasticity could no doubt be in«reased by weathering. Forty per cent. of watcr were required to work it up, and the bricklets made from this material had an air shrinkage of 4 per cent, When burned tv 2000° 188 DETAILED REPORT ON ALABAMA OLAYS. F., the total shrinkage wus 8 per cent., and the color of the bricklet was a rich red. At 2100° F., the color of the bricklet was the same, and the shrinkage was 9 per cent., incipient fusion having occurred at this point. Vitrification occurs at 2200° F., and the color is deep red, while viscosity took place at about 2300° F. In drying the clay showed little evidence of containing any appre- ciable quantity of soluble salts that would tend to form any efflorescence, nor did any show themselves afetr burning. The comparatively small shrinkage and the rich red color to which the clay burns would make it ad- mirably adapted to the manufacture of pressed brick, but unless it was mixed with a more plastic clay it would hardly work for the production of terra cotta. The semi-weathered character of the material would also facilitate the preparation of it. (No. A.) PAVING BRICK CLAY, TEN MILE CUT, TUSCALOOSA Co. The sample of this clay was collected by the writer from what is known as the Ten Mile Cut on the M. & O. R. R., west of Tuscaloosa. It is a somewhat gritty clay, which contains thin seams of sand. The general color of the clay is bluish-gray, but here and there it shows stains of limonite especially on the sandy fractures. When thrown into water it shakes and gives in working a some- what gritty, but quite plastic mass, which requires 26.00 per cent. of water to work it up. The air shrinkage of the clay amounted to 83 per cent. while at 2200° F., it was only 10 per cent., and at 2300° F., 12 per cent., at which point incipient fusion occurred. BRICK CLAYS. 189 Vitrification took place at cone 27 in the Deville fur- nace and fusion above cone 30. The tensile strength of the air dried briquettes varied from 126 to 144 pounds per square inch with an average of 140 pounds. The clay burns toa buff color, and is to be classed as a refractory one although it is not highly so. Its location is excellent for cheap working, and easy shipment of the product, and while it has been put under the head of paving brick clays there*is no reason why it should not find uses in other directions as well. The chemical composition of this clay is as follows: Analysis of Paving Brick Olay, Tuscaloosa Oo. (No, A.) Silles. cocky Seeweacdeaw Ce evEREORe Ged EEO 72.70 ANUDOUINS. aicuwideaa sae Sige tetas as eT wees ea ce 19.61 Frerric oxide .....cc00 ccc eccee cecernee vesees 934 Alkalies ... 0... cc cece ene tect nene teen eee .80 Ignition 0.6... 0 ccc cee eee cee eee eens cee e eens 6.50 100.544 Total fluxes ......06 cececcce serene nscenseues 1.734 PRESSED BRICK CLAY, DIXIE POTTERY CO., OXFORD, CALHOUN CO. This is the clay used by the Dixie Tile and Pottery Co. For the manufacturer of buff brick, the clay is quite plas- tic, and considering this fact it does not seem to require an extraordinary amount of water to work it up. The amount used being only 25.75 per cent. The average tensile strength is 130 pounds per square inch, with a maximum of 144 pounds. In air drying the clay shrunk about 10 per cent ; at about 2200° F. incipient fusion be- gan, and up to this point the clay had burned a buff color but then began to burn toa grayish tint; vitrification took place at 2400°, and the total shrinkage to this point was 190 DETAILED REPORT ON ALABAMA OLAYS. 18 per cent. The clay fused or became viscous at 2600° F. The following is a composition of it: Analysis of Pressed Brick Olay, Owford, Oathoun Oo. MSLHCAL -susichsvsiare\ awl Melalaravalel. alee @aiareis. (Sle weiareniy, Nees eye 71.30 AIIMING: ccc cavss waceies 2eee dee Ceara aageeaes 17.16 HEPC Oxid@csost.. 2ocbsase act@ien teem cae ss 1.94 PATNA G avieasyduay er Subse awed Ge te Guanes abt an ~ereubueers TaueGoe aneHeterieh ere 60 MagneSid > ives wia sieve aeRgrereckc « Sraxncamvatene Guae Seeunmaecalc 43 AUK BOS: ssescsccsceneas x cresecier ewadtes Ad aveeaxereina ene oa) 95 TONIC canetscctceer Ghebweiive Nee iesieey'e Ristakes Gealensiinas vos 7.60 99.98 TOtal: MUXES: susiacige Sitiwestee cg oa: sce Soe Ree RGM Ge Sie Be 3.92 This clay should make a good buff colored ware if burned at a comparatively low temperature, but if burned to vitrification the color would of course be much darker as indicated by the test, and owing to the high shrinkage in burning it would be necessary to conduct the latter slowly and with care to prevent cracking of the clay.* (No. 110.) PRESSED BRICK CLAY. SHIRLEY’S MILL, FAYETTE CO. The clay from this locality is a very fine grained dense one, but at the same time breaks up very easily. It took 33 per cent. of water to work it up, and the air shrinkage of the bricklets was 6 per cent. Incipient fusion occurs at 2100° F. Vitrification took place at 2200° F. and at this point, the bricklet showed a total shrinkage of 16 per cent., and a deep cream color. In the Deville furnace, at cone 27, the clay became viscous. *These bricks are well known in Alabama, and deserve to be even more generally usd than they are. E. A S. BRICK CLAYS. 191 While this clay is not to be looked upon as a refractory one, it would seem that owing to the beautiful color, to which it burns, it would be highly desirable for the manu- facture of pressed brick. The composition of the clay is: Analysis of Pressed Brick Clay, Shirley’s Mill, Fayette Co. (No. 110.) iCa. sass} Waemieletvicde caeieredahianndual oe eadnGisunee. 26 71.32 AVUMING: tek aeNers aca ite! eeeckieeien ieee) Waa Se ae 20.10 MOWING BG: cacaciry Ketsabeees 6oeaeteeedanas a 1.05 ? DG een pak THe RP Oe VATA stan SRN eu a ees tr. Magnesia: «s/ia 5 tide Sie aca a 5 Ab Gaharescianaieace hoo 2's aed .3816 AUKANOS ks mniiposia ag eine eben area a ataiis RAR Uetee tr. IZMIVON w.s0iCiwie ai ausieuess 3 amehGr Leeane eee 7.505 100.291 Total HUSEs sseane aeeve «eaves oowaevee s4ae4s 1.366 SPECING SrA VIE: ss Mesias vent Cikvspetics eereeas Maeve 1.90 (No. 122.) BRICK CLAY. CHALK BLUFF, ELMORE Co. The upper half of the clay bed at this locality is com- posed of a dark, dense, grayish brown clay which contains a large amount of organic matter, either in a finely divided condition or iz the form of leaves. Although not sandy, at the same time it is rather lean when mixed up with water, and owing to the presence of so much organic ma- terial absorbed 40 per cent. of water when it was being worked up to a plastic mass. The air shrinkage was however only 6 per cent. At 1900° F. it had reached a total of 14 per cent., but the bricklet was still very ab- sorbent ; at 2100° F. incipient fusion had been reached and the total shrinkage was 18.7 per cent., while the color was brownish red; and at about 2200° F. the total shrinkage was 20 per cent. and the color brown, and this color had deepened considerably at 2250° F. with the ap-. 192 DETAILED REPORT ON ALABAMA CLAYS. appearance of vitrification ,while the maximum shrinkage amounted to 21 per cent. Viscosity was obtained in the Deville furnace at cone 27. This clay therefore shows an appreciable and safe dis- tance between vitrification and viscosity. The tensile - strength is however low, averaging 75 pounds per square inch, with a maximum of 97 pounds per square incb, and a minimum of 68 pounds. Specific gravity, 2.41. (No. 26 A. Stevens.) BRICK CLAY. WOOKSTOCK, BIBB CO. This is quite a plastic clay, which requires 29 per cent. of water to produce its maximum plasticity. The air shrinkage was 6 per cent., and the average tensile strength was 101 pounds per square inch, with the max - mum of 104 pounds. The fire test gave the following results : At 2250° F., theshrinkage 10 per cent, clay incipiently fused, color buff. At 2400° F., shrinkage 11 per cent., color a dark buff. At 2500° F., clay vitrified, color reddish. Viscosity occurs at cone 27 in the Deville furnace. The composition of the clay is: Analysis of Brick Olay, Woodstock, Bibb Oo. (No. 186 A. Stevens.) SUlCd.. esas cea asnsine Sa kaand eeaeee wee sews 74.20 ANUMMING, adik A-snect der Gat Seiucitien ee Siineisptielies vote wacerane 17.25 WOLrriCOXIGE: said jsvaunion seiasdedeaw oon “anoatevereeea a. carmen 1.22 MUI’: eccsies cea toe vo tae “Say avavensialeceie,. “iaiwie ws erenaleet,> fecsvevecannters 30 Magnesia. \dicisiic sie: wakes: wieeiie eee deed eeu ave .40 ATKANCS! csascin shantiewed Sessuubaie eiverve sss tr. TSQIOU fecevaxydeee SOXNUEEAE BKRWESeE Go add dS 7.35 100.72 Total AuUKeS 6 awieiesscsie a ie Sa ON Ma? owiehe, Verve eae 1.92 BRIOK CLAYS. 193 (No. 129, Stevens.) BRICK CLAY. BIRMINGHAM. This isa very dense hard clay, which required con- siderable grinding to break itup. The difterent lots were mixed up, and the one, A, being composed of two-fifths of the clay which was passed through 20 mesh sieve, and thee-fifths of particles greater than 20 mesh. The second lot, B, was made up entirely of that which had passed through the 20 mesh sieve. Both lots gave a rather lean mass, but A required 19 per cent. of water and B 16 per cent. to work up. The average tensile strength of A is 12 pounds, and that of B 35 pounds. The air shrinkage of both was 4 per cent. In burning to 2300° F. the shrinkage of A was 3 per cent, the color of the bricklet a full yellow, and the body very absorbent. At 2400° F. incipient fusion occurred in both cases, and the color of the bricklet was a brownish gray, and the total shrinkage 10 per cent. At 2500° F. the clay was vitrified, of a dull brownish gray color, and showed a very homogeneous fracture. Viscosity occurred at 2700° F. The chemical composition of the clay is: Analysis of Brick Clay, Birmingham. (No. 129 Stevens.) Silica Alumina Ferric oxide Lime MAZMESIA. ainaineece airatewmeiew Beside 6 6 Sela oernteie tr. AVR AN OSt a ieniisrasenays: “re accdeidiecbitece jevaccneucitaliny, (te oeeeveaauent tr. Penton sac es cua apianees 4 vies Nien, Bee 9.25 MOta le DWEOS: «araicinciejaseters oc; (ob ceearinanie lata bia ela si sett gusdare 100.42 194 DETAILED REPORT ON ALABAMA OLAYS. (No. 128, Stevens.) BRICK CLAY. ARGO, JEFFERSON CO. This was a very plastic smooth clay, which took 22.20 per cent. of water to work it up. The tensile strength varied from 120 to 136 pounds per square inch. Theair- shrinkage was 7} per cent. The behavior of the clay at. other temperatures was as follows: At 2250°|F. the shrinkage was 12 per cent., color yel-- lowish gray. At 2300° F. the shrinkage and the color the same, but. incipient fusion had begun. At 2500° F. the clay was vitrified, and the total shrink-.- age was 14 per cent. In the Deville furnace, at cone 27, the clay became thoroughly viscous. It could not therefore be called a very refractory clay,. but would work no doubt very well for pressed brick or- for other purposes. The composition of the clay is as follows: Analysis of Brick Clay, Argo, Jefferson Oo. (No. 128 Stevens.) SUICE. ciccgsiiaiete: aeasloduleie BEE s24e4e) Wastes 72.87 AIQMIMS o440ueueede S690 Re HEAGAd VERS RROD EY 18.03 Ferree OFIGE suscaixs enaadnse Sae8eSe Gahowdawe _ 2.00 TAG gee ere: Vaaeks Gee Re GE ENSRA ER Se 61 MS SMOBI Ao sis secpeusiiar austivanepinaesd te. Gnatnenoive ey Cain duhiaeer’ 42 BUNGE cs eat eR RAG DOEAOADIRR A BROLH RES 58 SENG acini) Ske epeteee GiNn eee ide Beuaae s 6.62 101.08 Total WU568 vssenesw Bev eueaan ECR RHRaAe GEE ROR 3.56 MISCELLANEOUS CLAYS. These are all derived from the Tuscaloosa formation of” the lower Cretaceous. : MISCELLANEOUS OLAYS. 195 (No. 67 8.) CLAY FROM W. D. BAGWELL’s, SEVEN MILES NORTH OF FAVETTE COURT HOUSE, FAYETTE CO. A gritty clay, that slakes slowly but completely to fine grains. The clay required 28 per cent. of water to make a washable mass, which was slightly plastic and gritty. This paste shrunk 6 per cent. in drying and 3 per cent. in burning, giving a total shrinkage of 9 per cent. The average tensile strength of the air dried briquettes was 45 pounds per square inch, with a maximum of 53 pounds. Incipient fusion occurred at 2100° F., vitrification at 2250° F., and viscosity at 2409° F. The clay burns to a deep buff color. Its composition is as follows : Analysis of Clay from W. D. Bagwell, Fayette Co. (No. 67.8.) Silica. (total) 2.% access Davewee oscar 15.70 Alumina ......655 cece teee ceeccacens os 14.36 WAteE: scbitiesy Giese s. Syuveetide:! Sees 4.45 Blerric Oxide) sc.cc5 2 Sack wae tetaewe etawaes 4.64 TAMING! os siayetier siscane Qe aio aed. eevee Geonbe ele erareed tr. Magnesia .......2 seccnne secnccee sevaceceres tr. Moisture: aseeveck Sepsis Heriimenweee aimee 1.24 100.39 Free silica (Sand) ........605 ceeeee coneneeenee 58.60 PER AUKER cvacisswa Kavaesarere seweceese wore 4.64 Specific gravity .....6- se eeee cece rene ceneeees 2.26 (No. 40 8.) CLAY FROM H. PALMER, BEXAR, MARION CO. A gritty, fine grained clay, containing scales of mica, which slakes easily and quickly to irregular grains. It required 26 per cent of water to make a workable: 196 DETAILED REPORT ON ALABAMA CLAYS. paste, which to the feel was very slightly plastic and it tasted gritty. In shrinkage in drying was 6 per cent. and 3 per cent. in burning, making a total shrinkage of 9 per cent. Air dried briquettes of the mud had an average tensile strength of 66 pounds per square inch, and a maximum tensile strength of 68 pounds per square inch. Incipient fusion occurred at 2000° F-; vitrification at 2160° F. and viscosity at 2300° F.; at 2000° F. it burns to a buff, but on retrifying it becomes red in color. The composition of the clay is as follows: Analysis of Clay, H. Palmer, Bexar, Marion Co. (No. 40 8.) Silica (total) ..... his dese usnah! sate patronage ethene saree 71.33 AIUMING..ccseies cakes bv desea ne been ss near ¥ 6 21.88 Water aiincerads 2445848 see ues stew ase AS ERB 5.54 HWOPriC OXid6 wads ag ose ecwaiin oe ties VoaeasT ys .82 TAMING, cei ecsicsusiiiondl oe. Yorhad Giideghecetgarel cee ghucduaurner eee Baas ane -234 MASTICSI Gs is:¢.d:ec0> Vere-suebiidis” ayaa as SAO RAC slaweuavea tee .3805 MGISHUTG! tas canbe ht aw ee! Maledne dare dulecaneen ss 1.05 100.659 Frée: silica. (Bad) ais aasrawey Gas esis bal Sidineenwes 46.45 IUCN sak aadad eter See hems, Burne ee ey ae eae -859 Specifit gravity saccsse0e sseciwan sis nudiowexnes 2.305 (No. 12.) CLAY FROM H. PALMER, BEXAR, MARION CO. A fine grained clay, with sandy laminae and mica scales between the layers. It slakes slowly to fine particles and grains of sand. The clay required the addition of 31 percent. of water and gave a moderately plastic mass, that shrank 5 per cent. in drying and 3 per cent. in burning, making a total shrinkage of 8 per cent. The briquettes made from this paste had, when air dried, an average tensile strength MISCELLANEOUS OLAYS. 197 of 85 pounds p-r square inch, with a maximum of 89 pounds per square inch. Incipient fusion occurs at 1950° F., complete vitrifica- tioh at 2150° F., and viscosity at 2350° F. The clay burns toa yellowish red body. Its composition is as follows: Analysis of Olay, H. Palmer, Bewar, Marion Co. (No. 12) Total BUiGa ya sate Acace dis asaiiee istraee ee aavenos 69.93 AIUMINGeseeces Ganeenee’ we Qoewnwne «aaweave 20.15 Waterones ist sasagwiaaat. coeigeniidls Mawes denen 5.90 Merricoxide: scviaics. scenes: eavauale eahyirs wares « 1.38 TATAG sestmiscaveceten “6: eidiote wteraeal calaturae ee: Sx se Aecsoveeens 42 Magnesia as cscsrvac. Gieiraweale aoa ace osc tr. Alka leit osioee, Ra caedea Mer eee A ule oxierenbee tr. MOIStUICs scisies aida ota tldkcndd Sax secnacs seceane 1.20 98.98 TOCA URES) vcd soi. ssoaietavececmnde caterer seen 1.80 SHOCiMe STaVIEV i. pe ccuG. Gvaaunee Gua aoe qeenir colvive 2.28 (No 41 8.) MOTTLED CLAY. BEXAR, MARION CO. ‘A very open grained, sandy clay, with scattered scales of mica and occasional iron stains. It slakes very quickly to its component mineral grains. It required 39 per cent. of water to work it up. It is slightly plastic, and shrunk 6 per cent. in drying with an additional 11 per cent. in burning, making a total shrinkage of 17 per cent. Air dried briquettes of the mud had an average ten- ‘sile strength of 15 lbs. per square inch, and a maximum of 80 lbs. per square inch. Incipient fusion occurs of 2000° F., vitrification at 2150° F., aud viscosity at 2300. The clay burns to a red, but not very smooth body. The clay analyzed as follows: 198 DETAILED REPORT ON ALABAMA CLAYS. Analysis of Mottled Clay, Bexar, Marion Co. (No. 41 S.) Silics. Clotal) cereecck Gp oiwkee Soenee Reames 72.40 AVMMING, sccscciensicic Sdcereiariere es ewes aeverieneiw” éosheueverw 14.86 Waters cisuersiens; “vie Siecpcarsteie a astenerevenne ecareterevapemuess 5.05 Ferric oxide ......... ses, oe beer eee e ee eeeee 7.64 TAME) saicisanaew sigrccesccepeiaieieiers seuesstdieyenenas er sei srersieeine -20 Magnesia .......00 cen evee coeereeresees caneee -40 Moisture .....0505 cccccevs cacvcsene soeseccee -65 101.2u Free silica (sand) ....... ceeceeee ceenee eevee 55.20 FU Z0Gs 5: cesesverscce ares eee: aiera asic awe opie ei 8.24 Specific gravity ...... ccccoe cocecsee cesereace 2.445 (No. 18 8.) BLUE CLAY. THIRD CUT NEAR GLEN ALLEN, MARION CO. A very fine-grained soft clay with little grit, which slakes very readily on being thrown into water. }. It required 28 per cent. of water to make a workable mass which was slightly plastic. The shrinkage of this paste in drying was 8.3 per cent., and in burning 7 per cent., giving a total shrinkage of 15.3 per cent. The tensile strength of the air dried briquettes was 56 lbs. per square inch on the average, with a maximum of 65 Ibs. per square inch. Incipient fusion occurs at 1950° F., vitrification at 2150° F., and viscosity at 2350° F. The clay burns to a light bluff. The composition on analysis was fuund to be as follows: Analysis of Blue Olay, R. R. Cut, near Glen Allen, Marion Co. (No. 18 8.) Silica (total): +++ +e cee ese ece cee ee see ceneesanees 68.10 AlUMING. acewesce duane. Wicauetee sy: Seetaw he 21.89 We itnGa KES Eee Sed Obs ekeEls REM eaedaeR 5.05 MOITIC. OXIDE: scissor copes. aserevareree aids duseear andere oe 2.01 Lime ...... Nive avin tbpabeveWerisrahien | oneytacebieh evanist. Lohetebebisysaanatev'ehy .80 MAQNOSIA: sists oi eine Avge SSeS eee aR ORES Ow .28 Alkalles .cccccccs covescscse svvvccccs 40 Moisture: secu onasees: ee ucnd Seas Eh ewe Rees 70 99.230 Free silfea (sand) .... ccc ceee cone evere eneaee 41.60 Total sicvean «55304 s6aa0 See EReSw Gewese eeesie 4,19 MISCELLANEOUS CLAYS. 199 The fineness of grain is probably accountable for the low tensile strength and comparatively low temperature of vitrification and fusion. As far as the composition is concerned it is not unlike some of the potters clays used it the United States, but its low tensile strength would probably act against its utility for this purpose, unless mixed with a more plastic clay. For building materials it would no doubt work allright. Being of fine uniform grain permits the production of a very smooth surface on the ware. (No. X. 8.) CLAY FROM W. J. BECKWITH’S. COLBERT CO. A moderately fine-grained, homogeneous, brittle, porous clay, with a semi-couchoidal fracture. In water it slakes slowly to particles mostly under one-sixteenth inch in size. When mixed with. 28 per. cent. of water it gave a lean mass of somewhat gritty feel, which shrunk 5 per cent. in drying and 6 per cent. in burning, or a total shrink- age of 1] per cent. The clay had to be dried and burned slowly to prevent cracking. Air dried briquettes made of the mud had an average tensile strength of 22 lbs. per square inch, and a maxi- mum strength of 38 lbs. Incipient fusion occurs at 2050° F., vitrification at 2250° F., and viscosity at 2450° F. The clay burns to a deep buff body, and requires care- ful heating to avoid cracking. An analysis of the material gave the following results: 200 DETAILED REPORT ON ALABAMA CLAYS. Analysis of Clay, W. J. Beckwith, Colbert Oo. (No. X 8.) Bilicd. (t0tal)sacy veeees bo seaew Sweeeeis aoewwe 58.20 AIUMING. sc. .a04 wives mesewe ae SR RT OME Oe 29.86 SWIREOR? occ seasstuee geaeisl-gieed ioe, avis veuph sb onaelsen’ ca sane aces SvedGos BLES 9.12 Magnesia........ > aiataohyalade , “akayiviug salauet est “eaaeee se preee aes SEES TAME ssp ce ceeicun wma ware eaie meted aseaie wis se eunadnave .20 Plerric: Ox1d@) io so noes ergahsheiewecoar “ataniiobiniansess attain 2.22 AVEANES? jc sice verre Geiss pe eles reegwaee sy pw ets, tr. Moisture ........ a eave ices on: Bienaus/evekattnl~ cis Ga bers). aS 100.78 EEVCO SWCD eiecsa: ese scree Bee SAS HATIT Rewer » 22.59 Motal: Muxes eee dese duvede seuquniecesn: cdpaeaveimn pdaraxt Lees 2.44 Specific Qravlty® occicareererer aveew eer apelesaaadien «cane 2.18 THE UTILIZATION OF CLAY FOR PORTLAND CEMENT. Aside from being used for the manufacture of clay pro- ducts, there remains the possibility of using some of the Alabama clays for the manufacture of Portland cement. The three essential elements of this material are lime, silica and alumina. The first of these is supplied by limestone, marl or chalk, while the other two are contain- ed in clay. * In the manufacture of Portland cement the two mate- rials are ground and intimantely mixed after which they are burned to vitrification. During the burning certain compounds are formed, especially calcic aluminates and silicates, whose union with water and subesquent crystal- lization causes the cement to set. The mixture of clay and limestone is manipulated so that in the finished product, the per centage of lime shall be equal to 2.8 times the silica plus 1.1 times the alumina and to main- tain this constancy requires that the composition of the materials used must be constantly watched. While it is possible to get a proper cement mixture from materials showing an appreciable range in composi- tion, at the same time care must be exercised. Highly UTILIZATION OF CLAYS FOR PORTLAND CEMENT. 201 siliceous clays or limestones are undesirable, the materi- als used often contain ferric oxide, magnesia or alkalies. Their affect according to Skewberry is as follows: Ferric oxide combines with lime at a high heat and acts like alumina in promoting combinations of silica and lime. For practical purposes the presence of ferric oxide in a clay need not be considered in calculating the amount of lime required. Alkalies so far as indicated by the bebavior of soda, are of no value in promoting the combination of silica and lime, and probably play no part in the formation of cement. Magnesia though possessing marked hydraulic pro- perties when igniled alone, yields no hydraulic products when heated with clay, and probably plays no part in the formation of: cement, and it is incapable of replacing lime in cement mixtures. The following analyses taken from the 1897 Mineral Industry will give an idea of the composition of clays used in portland cement, while following them are several Alabama occurence that could no doubt be used in ce- ment manufacture. DETAILED REPORT ON ALABAMA OLAYS. 202 Ost St'9 gig 80 GT 06°L 06°TT 0g"8 us] OF'g 02°81. 09°F ORCL TTT eer eT Te Auvaitep, ‘anes T0'9 Gq°8T og'gg9 Avjo ossoog ‘mnisjog $L°9 9T9T 99°89 “Suq ‘Ava pep 99° go'et | sr'e9 "yy oon 69'6 62's | Og'ee “ATV ‘BHO OA 19°F 93°81 | 86°L9 "G'S “BoyyUe A 13's Oa ie ee Wor, ‘wostosg, pare GE TE | Odeo ||| seen ciate © ‘psnpueg UF G6°0% SF '0F PeOTCTer eT eee reer es zk 'N ‘9 JOTI MA GT'8S LZ°9g eee. eT RECER Phe x “NU ‘STL@a sueTy) — i O8N| ‘oo3m) OF 0080 | O ea “O “IV 7018 “ALITVOOT SAVIO NOIAXIOL UTILIZATION OF CLAYS FOR PORTLAND CEMENT. 203 ‘Teqeaos Jo uoTyeaedo pue que qey} UIEes P[Nos 4t ‘WINOg oY} Ul SeLTOyoR] Ate Jo souESqE OT} WYSI[GeISS OY} 1OJ Poy JUoTIEOXE Ue s1EO eweqery pue ‘[el1o}eM SIyy JO osn SulsveroU! OY} TM ‘OTQRTIVAR oAv YUOTIOD PUBTyI0g I0J posn g[edoyVUA OY} GIO FVUY OS ‘AqBIG OY UIGIIA soIqT(eoO] Aueul 4B PuNoj Oq 0} ST FLVYO IO AVU PUL OUOSOUULT ‘goSed Surpooeid oy} Ul UeAIS SUIEd £O8EO [BUOT}IPpB ‘moy @ UBYY CLO @AIS 07 A1esse00T 4OU ST 4] 9F°ST “Ty “14 “4 89°L 86°8T OGK09 ieee eee op remey ‘projypog OFeet ag ‘ay a aa are Moore, [resseceersesssesssessttnnnnasssttters TUN 8.00882q 316 “ay “4 03" cad 98°6Z 03°89 "0D HeqloN “YIM “Lf “M 09's 08°T 08" ors 00% 00°S% 08°29 ““OULN SeAvaD “Weg suru 09'8 9° 98° OF CL" 86°96 CUO: pe ee oi eylayedd ge'h eee 98° 09° ELS 0E'1z @s's9 CERO RRR we Bw SOE esooleosn, "gs .qquo ‘H ‘H us] AIV O03 or0 fo*eg | ‘O71V | 7018 “ALITVOOT SAVIO VAVEV IV Page. | Absorption of clays.......... 39 Air. shrinkage of clays 23, 26, 28 "Alabama as a clay producing state 1 ae clave physical and chemical properties............00.....0000c08 114 BNALVSES Off vccessarsroreaneetanedsecdcceesenes ga celia tesartesintla fata 52, 201 ue “ combined water of.................. sa Barapa Sanita Mean ebesetrs 24 us “composition of... f. gseiiiaiuavataceeatnctaati 5 " ‘¢ geological relations of............... _ aight oitvercndes vain 8, 69 as MMO ISUUPS, UM secure ee suesosiacsaaited. seid miueeeqeauienn dhecenermoactareregehinetepl 23 “ce iz 3 be “6 [73 66 a “« suitable for making Portland cement...................... 202 Alabama tres lay. isicssapcase iciadenaconsneumlates aaatenda Gene nsivioairennastaiannss 131 a fire brick works.......... ie paasleabe tent me Cana RR abmaA oN tagectha encanta 109 iS Metamorphic rocks “— 70 Alum in settling of kaolin 66 Alumina determination............. +h aoe 47 <¢ in excess in clays 16 Archaean clays 70 Algonkian clays 70 Alkalies in clays 11 s& 6 (Ghinaand ball clays).......s0.cccsesnensabioessnemnenaenens 115 & «determination of. f 45 ' Analyses of bauxite, Rock Run, Cherokee Co...............:s0. 148, 144, 145, 146 Analyses of clays, ultimate. ..............:ccccccecceeesceeeepeesceeenetertsitaateeees 45, 54, 57 EE AE pati onabecormoss snnemaaies sn ee as 49, 50, 57 « 4 «Alabama clays 52 7 “OG 6 « 201 Analyses of clays, Bagwell’s, W. D., Fayette Co 194 « « Beckwith’s, W. J., Colbert Co 199 ‘<6 blue, from near Glen Allen 197 fs «66 prick, Argo, Jefferson CO........ccccceceeeeereeeeeeeeeeeeeee 193 “ ke “Birmingham, Jefferson Co. ..............0 193 “ see ‘¢ Woodstock, Bibb Co 191 “ Ge et ching, Anderson, F. Y., DeKalb Co...............0.... 125 “ se 6 Chalk Bluff, Mixcion C Oresscatiistinaeaessnerenne “ oS 2 ‘* Eureka Mines, DeKalb Co rl «Frederick Briggs, Marion Co 128 “ 6 ‘© Hughes, J. R., Gadsden.............. 120 “ be ‘¢ near Kymulga, Talladega Co....... 122 “ “6 ‘¢ Pearce’s Mill, Marion Co......... eee 129 206 CLAYS OF ALABAMA, Page- Analyses » clays, china, Pegram, Colbert Co.....0...000.0.ccccccsseeeeetereeee 120, 130 “ ut «Rock Run, Cherokee 00...............:005 ee 118 ee 6 EE Di: Clit GaCale®. sc cevecseromen ster temuscmveesabvevaenonncee oe 85 “fe & flint, Choctaw Co ‘ 158. es fire, ultimate and rational............00 oases 54 i oe eS Bean, J. C., Tuscaloosa Co.............6. eects eee 154 “ = « «& Bipbville, Bibb Co 151 See ‘‘ Hull’s Station, Tuscaloosa Co................s:000 153: aS “near Fort Payne. DeKalb Co...............00..665 150 e ses ‘© near Valley Head, DeKalb Co...................... 147, 148 thy Bes ciet ‘© Oxanna, Calhoun Co.............:06 cece 136 “ ee “ Peaceburg, Calhoun Co..............2...::0: eee 135 “«« « Pearce's Mill, Marion Co 156. 6 Gera ae “ Pegram, Colbert CO oscar casas tcncabannreqbanadeaiete 157 “ 6s ‘““ Rock Run. Cherokee Co....................+ 137, 139, 140, 141 ee ‘© Woodstock, Bibb Co 152: te BE NE POT CIGN st goiter. Sikh us aawaei ess wleaiuieaterdiaecnewsacecoe sae ees 201 6“ Oe EE" BASS" POD tet canrua aster cioqucsnnese- cect nectarines themnenies 154, 155. Analyses of clays, Missouri 168, 176, 177 “ AE ME mottled. da. sssiisceweedeverencad = hctisgiaadane ehaedeeteitansabiockonenen 197 “ tc Palmer, H., Marion Co........cc:ccscceeeccecceceseseenenneeee 175, 196. “« «paving brick, Tuscaloosa Co 188 “© «© porcelain, ultimate and rational......... nd pottery; J. C. Bean, Tuscaloosa Co... 6 ee H. H. Cribbs, Tuscaloosa Co... “ ke “ Oribbs P.ace, Lamar Co......... Ga ‘« W. Doty, Fayette Oo.............. fee te J ee ‘ McLean’s, Elmore Co.............. “ eo ‘Rock Run, Cherokee Co............ CES Oe 88 “Thos. Rollins, Franklin Co........ “ a ‘© Pegram, Colbert Co ss «pressed brick, Oxford, Calhoun Co................0005 6h EE ae ba ‘« Shirley’s Mill, Fayette Co............. 190. @ Tan-yard Spring, Lauderdale Co................ssseceee 111 sh (¢ +6 white earthen wWare.........0..cccccccceesceceeresseceeeeeteeenes 54 «white plastic, Tuscaloosa...............00000.csscseseseeees 167 c «© slip, ultimate and rational............00..00cccce cesses 54 “ eo ee Bloneware, Blount Cosco cscs vss setoaserusiatee seco 161 fo hone Chalk Bluff, Elmore Co...........0000.00 163 be beet ae ve Coosada, Elmore Co...........:1cccceeeeeees 166 “ be es Fernbank, Lamar Co................:::0:00 173 ee if Robert’s Mill, Pickens............. 171 “ H. Wiggins, Fayette Co............s..66 178 “ « “refractory pottery, Shirley’s Mill, Fayette Co....... 176 ae 8 ME | ODO sccensaseuenpeninncenwescdlaskis eonereny Gea utauneekaut ees ca teee’ 168, 171 Analyses of kaolins, rational and ultimate.................ccecccce cecceceeeens 54 fe 8G Ran Golph QO. is sesce cco vniusin daiensnceassinbhaanawensenes 71 Analyses of shales, Jefferson Co...............66 cette eta tee ee eeee 185 Analysis of ochre, Elmore Co..............:::cceeeeeseeccee ee et eeeer enna 164 Anderson, F. Y., DeKalb Co., clays Of...............::::ccececeesescseeeeceenanone 125, 149 LIVDIGA, 207 Page. Ammonia in Clays........00 ee eccceee cevecnese senseensssesssstenseseesene seen 11 Appling’s, Sam, well, clay in...:............. Mieaseaenouser iste aarearteaiemaentets 102 Arab, Marshall Co., clay and pottery 80 Archaean and Algonkian Clays. ..........0...cccesssescccsscesecscessseeesseeensenees 70 Argo clay, Jefferson Co 193 Audtange County Cla YB csesetrisig siercecvcees wad atetcawesite 88, 89 HO VAMALYBIS Of ss cineesaesan soe vcduu tuts iantomtse ous teauuebnks 201 Auxtord fire clay, Tuscaloosa C0. ............cccceecccsssceceeesseseeeceseceeeeess 152 Bagwell, W. D., Fayette Co., clays of................00.. sii jeanirpwaicaaeataides’ 194 Ball Clays. ssc aus ke acorn eo eee w.... 115, 116, 117, 120 Barite with clays, Calhoun Co..................00...0.. 76 Barkerville, Dr Chas., quoted.........000... cc cceeseseeeees ages 45 Barnes, Edmund, Lamar Co., clay 101 Bauxite Bal yG66)..3ccg:escseasasintteouss aeirencatan suceroeweaveunguatusiteertecuuiey 1438, 144, 145, 146 Bauxite banks, clay in...............::::cssueeeeeeeeeee 76, 136, 137, 138, 139, 140, 141 Bauxite int Cla yess: ssuisevuesesienctuacesnsnas cc. ash eseev souk fevanterais dotesaacmeeley 4 Bauxite, refractory......... peje ved wekaeaMWdesaapintdesevscwabaiad siniese nav bdeaesiNeniauadees 142 SU XILIG CLA YB siie ccc cce cn thSseetcson cesstinr nin lecalicas shieohaenevenees ceseeeists widehas aed 139, 141 Bean’s J. ©., clay, Tuscaloosa Co0............ cic ceeceeeeeseceeceeccesereneeerenees 27, 28, 97 a 6 fire clay, Tuscaloosa C0.......... cece ceieeeceeeeeaeaeeeees 153 ‘6 pottery clay, ‘ BO SeaevhiS Salamanca esas b dnmataposehoutansin’ 169 es “stoneware clay, Tuscaloosa Oo................006 169 Beckwith; W. J., Lauderdale Co. Sad of. 111, 198 woe analyses of clay of... 201 Bedford élay, Lamar Co., analyses of... i ediatinge aaareccrapeeveumcaty 201 Bedford, Lamar Co,, potteries NEA ss ee viesurinic 98, 172 Belgreen and Burleson, clays between ‘108 Bessemer fire brick works..................:..:::0::08 sagas exe aniesseeneawees 92, 150 Bexar, Marion Co., clays near...........:.cccc eects tess eeeeeenees 106, 107, 194, 196 Bibb County clayS..............:ccccccseeeceeecetetteee tereeeeneeenenes 75, 90, 150, 151, 191 Bibbsville, Bibb Co., clay at.........cccccccecceee terete reeens 91, 92, 133, 134, 150 Big Sandy Creek, Tuscaloosa Co., clay OM.......-...0 eccrine te 94, 95 Binding power of clays, see tensile strength................eceee eens Biolite in clays 43 Birmingham clay 192 “ shales 184, 201 Bishop, quoted. .............cccseeeeecsscse etter eerie cere etnee eb eer eneep tenes rnnees 31 Bitter taste of clays ire 21 Black, J W., Fayette Co., quoted............seee ccs eeteeterieereen 103 Black cores in Dricks............0c0ccccceeeeeeeesseeeeeceeseeeeeeeseeneeeeeeeseeaseaee ees 15 Bleaching of claya...............:+00 -_ 17 Blistering of clay ware aos 15 Blount County clays..........0..... cceeececeeeeseesaeeeeeeenaannaaneeeesceeees 74, 160 Blue clay, Marion C@............ccccccceeee cent cient tree r reer eteeteieees 197 Bluff and Brush creeks, Lauderdale Co., clay between....................5 111 Bogg’s pottery, Elmon Co... 0... cect eeeeerceeeeeees 88 Bohemian kaolin. analysis of.......000..0..ceeeeeeeeeeeeeeeees : 54 Bone china of England a 18 Borings, Clay i... eee eee 99, 103 Box spring, Tuscaloosa Co., clay of 208 CLAYS OF ALABAMA, Page. Brainard, A. F., quoted..............cc ce ceesseteeeeccccceesescsenseesueccssueeeeeeees 123 Brick Clay8........ccccccsees pee never ree 72, 73, 76, 88, 92, 97, 181, 190, 191, 192, 193 Es? LOANS 3.32 jiu sete Tabi du the laude des co noaauedseddaeawnedinnataceanamachduitine’te 112 “ 90, 109, 150 68 SBIOS scsainaiinraca cteieiaaeaactianen mmneatenpnnaneacns : 184, 185 Bricks in U. S. in 1897, valuation of............... 1 BS * MULTI O G sacistonaesiisicaindst Sqmbaag: daatitens cies! sa hav aianee aa celts dstlseanednenay ayness ees 80 Brown, Wm., Lamar Co., clay of. 101 Brush and Bluff creeks, Lauderdale Co., clay between.................... 111 DUEL, WATE. 5. Gssiessdaer now elevecetsacunaheiine sus siecomalade Radcuucinudinebatogsdesnuaiautias nents 18 Buh stone Mint: Clays cist cowspedoses epssewswsnodevevsemnaysiampesreeerwiesiocewe veers 112, 158 Building brick clays 72, 78 fe “ loam...... reer 112 Burned clays (Q70g)).........ccccccccccecescscecessareeensseseeees 27, 182 Burleson, Franklin Co., clays mear..............0....ccceecee case cesseeeeee enn eeenes 108 Caleareous clays 17, 183 Cal CIO i scnsanecasese sdeinnreecuedecantisient patie 16, 42 Calcium oxide determination 47 Caldwell; Di. 5, QU Obed icc. cisevccniaraxecdsapeceiataniudtessluagaasstine Soave waganedcaneactes 72 Calhoun QGUrty: Cla VS rieptencesscvantdovssbarenseroreane Bes “ kaolin Gam brian Clays viii stercuses vs sisrwatsiee sisal nakcawanneanadocoessinvadanesens Carbonate of lime in clays.... Caraonate of iron in clays........... 44 Carboniferous plastic fire clays... 181 Centerville, clays near................. gniviodiietoes Se unos siauneaeaeed qm etnewarn 90, 91 QUAN Koi set naaesecnisdes desman alse viorsonen sn sang Wagaate tense cenmeatenieen aeenaens deg suites 78, 85, 201 Chalk Bluff, Elmore County, fs 88, 89, 162, 184, 190 ee ES Marion: Cy semsssiseaiinens Saeageonavtabeneuetseaieds 6, 25, 26, 52, 106, 117, 127 Charleston limonite bank, ‘‘clay horse” in ........0....00...cccccccceel eee ee 75 Chaney’s pottery, Franklin Co..........cceccceccccec ccs tc eeeccceeesecuaveaaeas 108 Chemical and physical properties of clays 114 QW GSMIGAD CLA V2: casices canis a csicra cts cei aaanioee sas ea inca oma canaeceaueantetigs 58, 69 “effect of heating Clays....0..cccccecccccecccccccesea cesecscessenanens 38 fs properties Of ClAYS...............ceec cece ccccsceeceeeeteaseseasceaveeensesnns 9 Chemically combined water of clays a 22, 24 Cherokee County bauxites.......0.... ee ccccceccceeeeeeeeeanee Sas cinugincains 142 ee «clays 76, 118, 136, 161 Chert for glazing..............0....0004 79 ae County clays... 72 “mica ‘schists .. sitaned echt eases 70 China ware clayS..................s6008 ....79, 110, 115, 116, 118 a OE) SRGOMIICG id setae ana sthowndeintysasednsad chsamstinennaaaimons acne rere 71 Choctaw County clays 26, 112, 181, 134, 158 Claiborne formation flint Clays..............ccccccccccecceeeeeeeeseeeteeeceuaeesuseees 112 Clarke County flint clays Classifica tionOF ClA YS...) .sc0scerpessecuzscugeaeomaiareen ciaveoenispaseysnamaeus cedaut Clay...... sgealpeaaamdingie pun ah slealnuanlijea sue seaetaseu aah epiesamedenaueaveagectensnagansedirsieocs 3 Clay, chemical wsssoswenssinscenssionasseennoens snanse aeons: Sea rsumeoaneanecoaee weatea et, 58, 69 Page. Clay County clays oo... ccc ccc ceccccccccsccceccessesssecucsvscevtscueuscersecaseas 72 #8 ‘* Kaolinite veins... ; 72 6 *¢ mica schists............ re 70 ae ‘¢ mica veins...... ...... 72 ee «pegmatite veins 72 “Olay NOrses "ieee as iseiece nied aslngeteid asa haan desseanaainttate. gigeeentays 74, 75, 76, 108 CL ay” OPUS TN ees cas ict tas Sheutatiel tesyaantl dals ¢tcalyiite soak ualireanh de date tsause, 3 Clay produced in U. 8. in 1897, valuation of. 1 Clay properties..............sssssecceessssscssceses cesceeensesecennas 1, 3, 8, 114 Clay prospecting..................0.. Bune 59 Clay rocks (shales) naaea 7 Olay SUDStAN CE ?? i. sean aneatauerieancneeekt dhmus cuaueesetie casmihonsuadebeacsacecnves vit 9, 50 57 : 9 FE GistribWhlon | OF i iice cacctoescsmsesensstnadaiamnosanananigelnaatvexergesacus csc 8 « mining of............ 59, 60 « miscellaneous 193 EE“ PPEPATALON OL: (005. s6. 02. ccnsesvacind ew eavaccenseiseowayeekca naa seedesedensaniedoncts sé for headstones of graves ‘© for Portland cement ‘© for vitrified bricks........ “for whitewash............... Clays from feldspar rocks....... oe 66 PNOIBSER : 4.55 .dencsaveeurierscedcreadednens sé 8 BLAMES: csisicaivncnsasd cceeaceieasas scone usin a £2. SMCS POLG) si isne daveas oo oiireen dca iivadewecstee ee s ‘« Paleozoic shales Clays, geological structure and distribution of...........0.0.... 0. cceee cee 6 ‘* in sink holes, ponds, etc 73 BSS © TINEV OLS ss aceciies afe saute annie sec asst salen con dcaa ae aaanimandcmmenamenieaue nae: 70 Clays of Alabama, geological relations Of.............:cc00:cceee sexnaeies ‘ 69 ‘¢ “ Mississippi sauvegeivelves 83 * © Red Mountain, Wills’ Valley............ (Saga lad acne one neavan sabaeeeces 77, 78, 78 Olays, residual.............. .ocesseseeeesteeeeerceeecnee secs etaeeneeeneaeonneeeseeeeeeeacas 5, 6 “sedimentary 5, 7 Cleburne County kaolinite veins..................:ccccsececeees 72 sf $6 “MICA VOINS...4:...5sssenscderesccnnseeieseesice 72 HH §€ MICA SCDIS(S. «0.605 ccssessseensreonaraaaieenanses eeadeqwnggeiae 70 ee ‘6 pegmatic veins 72 Clingscale’s, Dr., Miss., ClUYS.........-ceeeee cnet terete 85, 112 Coaldale, Jefferson Co., paving and vitrifled bricks 80, 185 “6 a ‘¢ shales 184 Coal Measures, clays from..................08 80, 131 Coastal Plain Report, quoted 82, 88, 91, 94, 106 Cobalt in: Clays) iss siisiscscposguuisssavansasenedesunnestonseiemadsisysie aan gesace devsrasets san attee 116 Colbert County clays . 82, 109, 129, 157, 180, 198, 202 Color bUFDIN EG CLAYS: wscs:i02, ssoncaareenos ea anwvecunretauaee cata mee nee theanaesavesaniet 58 Coloring of clays by iron 13 Color of clays....,.............. faa sey 15, 39 Combined waters ccc sicssasisiscisiascsedect vsisnnesonesesseddeaay snceiacedsuenes ovedioos 28, 45 210 CLAYS OF ALABAMA, Page. Common brick ClayB............cccccecccecscsesessecccccscccsteceeeeseccsasaesanececceaes 181 . “in the U. S in 1897, valuation of 1 Composition of clays, see amalysis.................cccceccceecccesscuesceceseueccaues Concord Church, Fayette Co., clay near......... 103 Conecuh County flint clays............... ci ccceeecesesteceeeaseeseeeeseeeneeeeree 12, 131, 158 Cones, Seger and Crame?...............:00:::cseeeeee 32 Coosa County Clays. ......ccccee cee cceeeceoeeeenes 72 t BAO © | AMIGA SON ISU 6,5 15.5 pc5 co scend sence csanaelavduergnesniaaeneeeabesievancneats 70 88, 165 Coos. Valley Region, fire clay Of,.................ccccceceeeecceeeseseaeeveeteeeeonee 133 OOOK; Quoted sic oietctecnieise sieteasied aussngedslteengiewaereacienevneawes 25 Cottondale, Tuscaloosa Co., clays near 93, 94 Cowles’ Station, clays at......0.... cece eeeeee anes oe 88 Cracking’ OF: ClAY Bis: cicinevcuictos dens iivsition saiseua sseauaciene dededebeenedaaasecndere cn eaeven 27, 132 Cramer pyramids (CONES)... ie cc eee teen eee aseeeeeeeenanaenees 82 Crawford, Russell Co., clays Oreta, COUS CLAYS) sis ccese- cecwiie gia gaissanytsoniatneneeatmeseosennens Cribbs, Colored, Capt., quoted...........0.0. 00. eeeececceeseeeereeeeeeeneneens 98 Cribbs, Dan., pioneer in making Alabama clay ware......................65 92 Sete: Fleming W. Lamar Co., Clay................cccccscceuseceeeseneceeeeessees 100 ee se ee 66 POTOLY... ee eceteeesessteterstesteeerees 92, 100 Cribbs , H. H., Tuscaloosa Co., clay....... [ecwbldacdaheacaudnaavesuantoeys ees 92, 93, 166,202 Be Ee a FES BOUHY sc: sessed seid Aeiecaasensdndveaaiie 92, 93 Cribbs, Peter, Lamar Co., potteries.........00.ccccccecsccssccsesecsesseceeares 92, 98, 99 Cribbs’. Place, Lamar Co., clay Off.............ccccccceeeecteeeeeceeeeesaeesesneneee 172 Crystalline rocks in Alabama...... hater cena Masia giclee atdaies Qeaantegaiotatee 70 Davenport, C. C., Cherokee County., clay from................ceeeeeees 161 Davidson Bros. Ppottery............ccccccescccccseessccsseeecenne coaseecaeeeeceanerseees 101 Davidson’s Store, clay at ........ ee ccee ceeseeeseee eeeneeee seseeesseas 107 DeArmanville, Calhoun Co., clays Of..............cc:ccecceccceaeeceeeeccueeeeeene 76 Denman, Jas. Cleburne Co., Clays Of...........cccccccseecccceeceeeceeceueeceuees 72 Dekalb County clays............ccccsecsseeeees 77, 78, 79, 123, 123, 146, 148, 149 Detroit P. O., potteries Near. ........ ees eccsseccecetssececeeeeereuseeerceeseeacs 101 Distribution of clayS..................:ccccceeeeseeee oe ihn dadanhtand seamnareeinlone’e ai 6, 8 Dixie Tile and Pottery Co.,Oxford, clay of...... 76, 184, 188 DGVOMIIGG tes ssccactascasion assess sae sects veuieges dee Hawa ge daemameceaeipesamemseenaseabeineinsie 44 Dolomite in clayS................::cecssseeeceee yee sae cosh eanmu eel onceneneeE eat wees 16, 19, 44 Doty’s, W., Fayette Co., clay Drain’ pipe: Clays ws.ccsseecssseanccsecsavesetwesvea svevsvsidicacseeen acne sncnveeweanaees Drain tile in U. S. in 1897, valuation Of...............ccsesecccuencceseecceccuesers 1 Drying of washed kaolin......... 0.00.0... on weg eeteteass 67 Dry process of moulding bricks 183 Dyke’s bauxite bank, Cherokee Co. , clays OF vs sesieezess 136, 137, 138.189, 140, 141 Dykes limonite bank, Cherokee Co., clays of.. 76, 118, 136, 137, 188, 139, 140, 141 Earthenware: Clay cisccswoscuresavessiossesasteacdstecaveredvaaiantdecssseies 122 Eastport, Colbert Co., fine silica white at 112 Edgewood, Elmore Co., ClAYS NCAL........ cece ceeeeseneceteeneees 88, 163 fs *8 OCDVONGAM scicscsoierssicdessviesnnaween naveetes 164 Efflorescence on clay wares 17 Eldridge, clay near...........c. cs eceesasssseeeseee cereseseceeee eee ie s¥ars gh osag dueeenice 104 INDEX, 211 Elgin property, Bibb Co., clays (1) a ORO A AP Va sas rh Elmore County clays - 88, 162, 163, 165, 190° England bone china... ccccecescscscaccsessecseeecerececeececeesceccen 18 English and Mining Journal, quoted..........0ccccccccessessesesscsecee even 31 Epsom salts in clays... ccccscccssesesee seceeee, 20 Eureka Clay Mines, Dekalb Co.,........000. ccccccccssceees noche soariines 122 European clays, silicia im... ccccccceecees 20 Bate CGY 8 svccsaceo signa ceoantire esonccducaaaveiy aicteyeoderoes 23, 25, 133 Farrell’s Mill, Macon Co . dave near. 88 Fayette County ClayS...... eee 82, 96, 101, 102, 103, 174, 175, 176, 178, 189, 194 Fayette C. H., clays at and near 25, 102, 103 Welds par. 23 acid ccaseseicivesderttecscsaccinscterses eavaawlecitia cx clscateein aeons ~ 70 Feldspar clays................. cits sass : 12 BE ATU CIES poco aie sitaaernettn itt a he nd celcetge antenatal tn 16, 18. 28 ee SS TAOMN vi swsvos auiied savin biases xcoasistingaidcs Feldspar of granite veins...... Feldspar veins, clays from....... Feldspathic detritus................... Fernbank clays, Lamar Co.,....... as Pottery 88 ck 1, a sewtsnecaaSeecsnassmatiadh pe yan aaleenlomeuetaeaeedenes hie Merri: Salte:in: Clays ssis.ctoventcasenanussanianydvaceusoruecaguedavgad waisueesiens teaode Ferrous oxide determination. ......0....ccccecececcccseccccccesssensevecsenaanseeeeens BE “BAUS AW CLAYS sce wesveunsiisvd cuvammnuandes Gi neirebmedbnmenienean leet ata Sa 14, 40 Fire DriCK si.4scscccaseossceetswss van 86, 87, 94, 132, 133 te os 78, 79, 80, 86;-91, 117 “ * manufacture .......00.2 0 eee Eesha sunsiesiashamneisgeselyant obs Megraer 92, 109, 150 Fire brick in U. S. in 1897, valuation OP essai ahha ghemasceactasantonte “1 Fre: ClA YS, ciehcisincssnciwernntavaerinsssdecennnes 92, 94, 97, 105, 110, 112, 130, 131, 182, 133 Fire shrinkage in clays 26, 27, 28 - Pin ocsscscacaiacsoaestenaseness 41, 42 Flint clays...... sie zai ae 3, 112. 130, 131, 158 Florida clays Lg 6, Flower vases, manufacture Of.............ccccsseccseeee oe ceeneeeteeeseegereneeceens 93 PUM ROS IN: CLAYS ec cesnenisswersaesearuerrenguasevesqsaiiewebeasqnadeceae waaay uenealcimedaet 10 ,29 Foreign clays for Portland cement. ; i 201 Fort Payne, Dekalb Co., clays near..............000:00 schiticeswaeteeavrsraas 80, 149 Fort: Decatur, clays at 1d vic. ccccsssa.cesutsoetieaiiattiienee cacnncseatereasenneseeee’ 88 France, kaolin from...............0...0 Sdiancuieibouieeeesavee 54 Frankfort, Colbert Co., clays near 110 Franklin (Ohio) Company mines, Dekalb Co.............cccchicseeeeeeeceeeeees 78 Franklin County clays.............cccsssseseceseeensceres a sssseee 82, 107, 180 ‘Friedrick, Briggs, Marion Co., clays of..... : sey wi «» 106, 127 Free silica in Clays.........0.. cc cesseeeeee eee eea eee seeiweniese 20 Friendship Church, Lamar Co., clays mear......... 0. .cc.ceccsssceecceneeeeree ; 99 Front brick clays............ 182 Fu- ibility in clays 29, 31 Fusing point of Seger cones 33 Fusion of clays.............00. POCO SESESCE ESO OSEOOEEESEOOOESEOSS 38 Gadsden, Clay MEAr.............:scssseensrnsenereessoeeceesseesseneestsssanees sieeuess 74, 117, 119 Galtman, Marion Co., clays mear.................c cecssssecssesecesecccsscensescess 101 212 CLAYS OF ALABAMA, Page- Garnet in (Clay Sig esivesescieansvinsdetine stevens veceshen fj seend eunnieebacerenaectomet cages 14 Gassett, M. E. Marion Oo., clays Of..... ...seccccceeeeeeseeeeee 106- General discussion of clays ..... ............ 3 Geological relations of clays 69- Geological structure and distribution of aos 6 Geological Survey of U.8., quoted 58 Germany Claye.................2.:ccccescsseeneeseenees ledeness 54 a AG OUD cavicvananectusuaviencseontuxienasinn: aetindesenidoaszsnaadededsawensainnnsunelas 55, 56 Gilley’s branch, Franklin Co., clays Off..........ccccccseseseccseeeeeeeeeeeseeees 108 Girard, Russell Co., clays Me@ar...............cccccsececeeteeteceeseseeeereeeeeesanenes 87, 88. Gaza ng CA is csi wicc sande inideiada sander ieaieedoaeseiaeadencnegstaseuedssoussSésseasatenss 162 Glass-pot Clay. cscs cscvsneirissiedssesrempiocesanieetines bans oyabhcaamna see coapencuncneen eas 97, 154. Glen Allen, Marion Co., clays near Granite veins in Alabama...............ccecccccccceeeeccenecsesaueeesaeneeseneeeeeees He $6 5 Clays fr OMilwciysic toe eeriaide cid sayin ssiealettie Selec se aadesaeved eee eaee’s Graphic granites (pegmatites)... post ccusleumeebanevausavneees Graves, W. H., Birmingnam, shales Es dent ahis'dlvetsacteilsinit Seeiaiatecnaeeetts 80, 184. Green’s, J. B., ‘Lamor Co., clay 173 ot 6k 6c & Ob 98 : 100 123 ...27, 182, 183, 158. vie sek det veacea annals eabac Sidecar escent! 101, 104, 105. CRY PSU IN se cecchs ds aectneastalpcaecte oh dacetananea eis ease hates amie de ae asthe neocadnagadamsieeds Halloysite. Hamilton, Marion Co., clays near Hickory tree limonite bank, Cherokee Co., clay in..... 76 Hilgard, Dr. Eugene W., quoted 83 Hopkins, T. C., quoted 155 Hornbiende in clays ............. or 14, 19 “Horses,” Clay.......ccescecee eee antiwradsny dieresiees 74, 75, 76 Hotop, E., quoted 64 Hughes, J. R., Gadsden, clay of 119 Hull's Station, Tuscaloosa Co., clay Mear.................cceceeeeeeeeeeees +..94, 133, 159 Hungarian porcelain, lime in......:...........ccsseesssseeeecessneeseeeeeeecaaeeeeeee 18: Hydraulic mining of kaolin.......0.00..0... 0c ccsseeeseeeeseeecceeececeeceeeetesseeeeens : 62 Hygroscopic water (moisture) in ClayB.....0........cc ce eceeeee ee ceeceeens 22. Igneous rocks in Alabama 70: Impervious clays.................. dega ailpnaudedissbedwenseses 30 Impurities in kaolin 9 Incipient fusion of Clays... 2.0.0... eee eeceetee eee eeeceeeeeeeescsen sgh enitatie 29: Insoluble alkaline compounds in clays..............:..c.ccsssceneee eee e neces 12 Insoluble residue determination in clays... ceeeeeeeeens 48 TPO 10 CLAY Bea sssissses aise cpsetearreamceasennsenitenvanceveed 12, 13, 14, 43, 47, 51, 115, 116, 159: Iron in beds with clays, purifiication of 74. Jacksonville, Calhoun Co., kaolin from 74. Jefferson County Clays............ccccceececeeeeeeeeeee es 192, 193 ne ‘¢ shale for brick and cement manufacture......... Sake 186, 202: John’s Mill, Tuscaloosa Co., clay ate..........:ccesceesscee ceeesseceeeeteeeeaete 96 Page. Jones, Lewis J., clay in well of....0.0..0occccccccscccsececscsscssesceseesurseaecsees 99 Jugs, manufacture Of cece cccccevscsssussusececcecuaveseseececvevaeee 93 Jugtown, St Clair Co., pottery and clay at..cc.ccceeeceseesseseeeeeese: 83 BOM M sssseronseonns oervciveasinasnaseasinivecesesniiae »..8, 5, 9, 41, 55, 56, 82 86, 106, 115, 116 ; 03s 8 1 ae eee eshivakiaseaulnsigatias 67 Bee, AMM PUTTGI OB sc aevelts let dent ss as auvea te taacigad tiszebicn soi intestate 9 Kaolinite siaheidise Sclipbinamiewe Wataschang 3, 4, 9, 10, 40, 69, 70, 71, 123 ss COMPOSI OMe esis! deiicscnsdriauiaoctnedeatinase naainelvbannwaninioteeeieadeeeeimitiiene 4, 10 He from granite viens 71 " in clays 40 a OB BIN ceca vanecnanesgneaataces iamuanonveeiecs 3 se V GLI sesciceateeccstiarcne saaeita ak ueieutat Sta acanaiah wm ouaeten 72 Kaolin mining... 000... ates 61 Be: AT OSBEB: Loi iaias'des. eeamanusen negates 67 ‘¢ residual beds 74 SE ~ SVAN BS dauchmrritin is, 7, 61 ‘¢ washining 62 Kilgore’s Mill, Dr., Franklin Co., clay near 108 Kymulga, Talladega Co., clays near.......00..00.cccccccee be aeeseeececseeeens 74, 117, 121 Lafayette formation in Lamar Co ..............ccsseseccceccee ee ctesensseeees 98 Lamar County ClayS............ccc00.c000cccccccececcceceueetaueeaee sesceecsuceeees 98, 172, 173, 202 Lapsley, Judge J. W.. (Vineton), Autauga Co., clays near........... “a 80, 90 Landerdale County clays ........0.00..ceeeceseee ee eee eceeneeneeeeeeeeteseseeen “111 Deachin p OF Clays seissticnssgies Sar shia sntanes semeawccclnatagsbatacwonaecasyiawe dentine Mes 74 TiOAM CLAY sdisesvceua anes meven wstesla eredan diet ssciaya swinigalbaibbi de vives aideuies sonsnuatiutseamidatsdind 23 25 LeChatelier’s thermo-electric pyrometer 31 DCO! TN CLAYS sia a5 cies wis di dawivstnasaas aradasneccaeweaenamnites saeosuncmuuiud ete cea wantan 22 Lilly white, clay used for......0........ccccceecccseeeeeseceeneeeeeeteeeesenen ees eeeees 85 Lime determination........... sa) 47 TAM 1D CYB ss: sesccssncwssccseseeved dvecwceveanwerves ..16, 29, 51 159, 160 “¢ carbonate iu clays ................c eee 17 ‘* silicate in clays 5 17 TAMER SON Cites sels sense den icblenansd temaeka ean seh curd juices auie sae daae eRe, eatin eit 201 id , clays from ; 78, 75 Limonite banks with ‘‘clay horses’..................cesseeeeeeseseeeeseeeeeteeeeees 74, 75, 76 TAMMY CLAYS isisans doericnssaucjamancasied qettueacenane vamamaete dem enveweis ee inntnwidoe 18 Lindsay; JOC. , Quoted si cccsscccecscscuegecuasing gowsnet “aor Ho vaciimanmasinnmentetiaaeaiees 102 Little, Dr. G., quoted... 82, 83, 93, 96, 97, 98, 102, 104, 105, 106, 107, 108, 109, 111 Lloyd’s potteries, Marion Co 92, 101, 107 Limoniteisvcisies seducesceuinvestoes 44 “Loess C)ays, Silica in ....... 0. eee cc ccceeeee ese eeensee ease eeeeees 20 Loss in weight of clays after shrinkage has ceased.......... 27 Louina, Randolph Co., kKaolinlte...........cccccseeeeeeec tee c cece eeeee teen eeeen ees 71 Macon County clays.............cccseeececseececcecc cece ce eteeeeeeeeeeeeeecnanentesectires 87 Magnesia determination,................ccccecccccssceccecseeesecssssasesessanececeunens 46, 47 se DTD CL YS sessed ain aceite Woeiseae aka becte rai daersine sha tsoaing deetyshenidel iecmen 19 Mallett, Dr. J. W., quoted...... ... enedeema 71 Manufacture of fire brick............. susihiers 92 Mapleville, Bibb Co., clays near 90 Marion Co. clays, 82, 104, 126, 127, 128, 155, 156, 179, 186, 194, 195, 196, 197, 202 214 CLAYS OF ALABAMA. Marion County shale Marly Clay 8 visncinucunssien cviwcya hints dodetanenncnovecdpapanethcmeimecaimanter edennenente Marvyn, Russell Co., clays near MeCalley,: Henry:, Quoted. ...0css ssc ssnecesisceveinrascatmorienneaaneinauiesieanweratin McDougalas’ Mill, Miss., clay near.................. McLean’s, Elmore Co., clays and pottery Metamorphic rocks...............:::esseeceeeceeeeneeeees Metamorphism Method of Clay Ana] VSE8; 2 .cccscige socngade doce rnyseviscenecasnocwenenbetonainnnieneeene MICA caresses: sayiancinediedioons oa astaneadeenidoiiniauiudesniesiindadeatesies sbameasieddoustinaaneeutinies 43, 70 “in clays 12, 14, 25, 29, 43, 53 © SCS tS rssessssvervadsciveeeorseverdes seas Coveveus’ aoe.a.cavbeveseneves aesertneeaenio 70 © ON OMS! cc nisuniaine cuacted hanadaecelsanemnngee sade seeeeeee ce eeeeree eee eeteteeeeterers 72 Micaville, Randolph Co., clays D@ar............cccccccceccececceeeceeeeessnaeeenees 72 Milldale, potteries near 101 MANO BUCA sisesce gather 22sec dan cag eam uaatctmep snares Gedenanepusgraceste.ie sunimsineten 98 Milner, Randolph Co., clays near...........c:cceesesscseeeeee eeeesseceseeseeeens 72 Mine, ochre, Elmore Co............ ces death greiae buhdon'sdwmeby voevnboaemRseaeeS 88. Mineral Industry, quoted...............::ceeeeeecceeeceee ceeceeceeteteeteeeteeeeseenena 201 Mineralogy of Clays.............csceecccccseecenceceeeeeeeeeneeeeeeseseneens 40 Mineral Paint and Tripoli Co., Florence...............:00::csssseeeeeeeeeees 112. MELE 68 206k Yo ceded eto a eau AOE sie 78, 79, 116, 146 Mining of clays 59, 60 & * Kaolin 61 MisGellanéous Cla yale wcwisercessewvsesseeucieysseauomiciees deen ome seme aaoentade 193. Mississi ppl Clay. sc..icciccrsceatncrcadnceaacanscededadesessdoduwauecadasteetauseddedenseas 83 Mitchell’s, J. J., Marion ©o., Clay......-.cccccccccccscecesseesseeceeseeecesstsseees 106, 126 Missouri Clay Se vicics2s.accsieaunnsmeesiies sanaedtcreeiasveseundsasvadieonaanventies 20, 52, 131, 155, 168. 88° AinG Cla Ys, SLIGA Ties, cassoacdscteveepaai agen dsaunlerlonasmansnenenaceeuase 20. aa, Geological Survey, quoted.............00006 1, 155, 168, 175, 177, 179, 181 Moisture determination 45 22, 45. 182: 105 Monroe County clays..............s:cececeeeeeees 131, 158 Montague Clay Mines,, DeKalb Co........0....00c0cccccecceescceneeteveseeeeenee 79, 133, 146 Mottled clay, Bexar, Marion ©o........0....000c:ccccccceecess ceeesstessseeeeessseees 196. MusGavitee inn: clays ses ssessecmminsnecersnutectnedtivas wcncchnteuatiacdet’ peeiiagaanannarsees 43 Natural glaze Clay.........0.cccccceesecceseeeeteeeeneecenee icaugungamk aasanncenion aes 162 Nelson's, Mrs. Susan, Marion Co., clay 106, 127 ING wi dersey Cla 96 shi sina canes se cnacidslosey mutsec dc aes Mosca ceadavaush vSaselsicaunes 20, 78, 131 NiGh ols; As. “Weg CLAY vss: c8, sxcine sectuszed oadsausl sncdntseveneubouna sanders sianvasiasesed 98 Non-volatile and non-fluxing constitutuents of clays... 10 North Carolina Clay 6 scayvssscacdeoceteeiattioey se sve vouaeceescerayeeaaneenes Inrenuasioee 20 ne aS Geological Survey, quoted ............::00:sc cee cees 45. 62 i * FEA OE ices basic onieicciexer sndecosayesutelsi siada bed mmniiaunilan wa tiine batahisainaie’ 54 a ME AI ss ccaeniatenatan deverearons ndaascdonasanabalbanationw se’ 61 Ochre: ed: Chalk) dss sees cdaesecyeneedigud yee seein vie actin denetienanocteandeacumnaten 108, 164 te ming, Him ore Oo: savienuriievsaigeneroucesaeines cnetasi waver dhratheneeeeaninrs 188. ANDDA 215 Odor:Of clay ii inss5.s guise pecsaiibevsevaceevuereesGeatekveasaeteustal danati@icaennacae 11 Ohio clays Ts 3 Origin of clay 3 Ornamintal bricks in U. 8. in 1897, valuation of... a3 1 Oxanna, Calhoun Co., Clays..........c..cccecccscseeseeeeecceccstecsseestecessecuts 74, 133, 135 Oxford, Calhoun Co., clays Gcainadieledaiigal qediwe testa asic heamiumaarnooseatieaneaneansneas 76, 188 Paint clay, Landerdale Co.... 112 Paleozoic clays...............::cccceees Pisa 6, 160 Palmer's, H., Marion Co., Clays........ccc000ccccccccsececensecssecesacsecevevees 107, 194, 195 Pannel’s place, Miss., clay O1.................ccccceccccececccccceeeree saute sesaesees 84 Paving brick clays 137, 183 . ‘* shales 185 Peaceburg, Calhoun Co., clay from.......0........cccceeeeccssse veseeeneecerseeees 74, 133, 134 Pearce’s Mill, Marion Co., clays.......... 105, 107, 128, 133, 134, 155, 156 Pearce’s Mills, Marion Co., shale 81, 105, 117, 184, 186, 201 Peden, Aleck, Miss., Clay OF...........0...cccccccce gece esetectecsesseeteteeeeeeseseaea 84 Pegmatites (graphic granites) .....0.0.... cece cee cceeenneeeeeseeteeeeetes 70, 72 Pegram, Colbert Co., c'ays near....... ...40, 109. 110, 117, 129, 134, 157, 180 Pennsylvania glass pot Clay. .....0.0..0. ccc ceeee cess tneeeteeeteseeeeseenees 155 PAUWIPS, Wie Bi, Quoted ssccssececaemcdennancoiinmscinaweaneaceeis mmgaieneaemnnienses 106, 127, 167 Phoenix City, Russell Co., clay near...............cee eee cereeeecsettenene ee : 87 Pholerite 4 Physicial properties of clays sale onder. daeidarhnjomasawieaniont iedasigtedyanaetaleacatesel 24, 114 Pickel) Dis; Quobtedss ys :scsvstewwsesenasievedai end aiaeds snileaesseanecedeuseeedanaeumsdel Pickens County clays Pikeville, Marion Co., clays near...... 2.0.0 ..ccccceeeeeeseeeseeeeneeeeteetiseesens 106 Pinetucky, Randolph Co., Clay.............cccceeeeseeeee ee ceeeeeeseeeesaeeeetenees 72 Pipe clays 85, 88 Pipe, sewer, in U. S. in 1897, valuation of 1 Plastic: Clays sscce seieezes yedetaessnstiien wedieasrastaled, anna 73, 76, 180, 131, 138 Plastic ball clays of Florida 6 DI AGbi CUD is icc scsislsis Se sancti ee nag ae toes tealiortesep ete ear es 4 Plasticity in clays : 23, 24, 25 a BE TER OMIN cae caunanna convicts nadeascuivanhiensd Hann vareei eae sneer 116 Plisto@en Gi Cla VS si oeceasecctiniavnveade anode cmsdaseceaneadons eeebwen ache aameaReads weap 112 Pond Clays eaiciiina cdacedasimaumancannanenteauhonenon ee 73 Porcelain clays Porcelain earth Porcelain ware from Alabama Potash determination. ..................:cccccneeceeeeceereceee O68 SUM CLAYS seaueeeness caw bettie aeansinenasaaneikeuem saves Portland cement, clays for “ Of “sg Mat Oriel: LOV jy cases saicensnarrancngcacence dadesroeieeas ssasistuts 199, 201, 202 POtbeOries jsicasewnsiaswdassadicesiesreve c-aaaenvad degen 80, 88, 92, 93, 98, 99, 100, 101, 107, 108 216 CLAYS OF ALABAMA. , Page- Pottery clay....73, 78 80, 93, 97, 129, 129, 159, 163, 165, 166, 169, 172, 174, 175, 176 179, 180 Pottery ware in U. S. in 1897, valuation Of...... 000.000: ceecteeteeeees euieeie: | Pottery ware from Alabama...............0.. poked ceseade aes 72 Post Tertiary loams for building bricks. ................ 112 Powell's, Reuben, clay 99 Porosity Of ClAY-ccs.. siesacenardsaesdoreeoes dewes dnavammeaandsausicrotamevewsasamoednncen 39 Prattville clays................ 25, 28, 201 Preparation of clay8.................:0e Sexigehsiibaaiees apdtcawaruaersOon ds cctihaids 59 Pressed brick, clays for...............:ccccccceeeneeeceeeeeee ersten etre renee 88, 177, 182 188, 189 Pressed brick, shale for.....................005 gangs 187 PYESIE. DICKS «...05<02502 sesijnee csasen du csineasainasenss ame ves 86 a ‘in U. 8. in 1897, valuation of... : 1 Presses for washed kaolin..............cccececcceecc ee eee cece ee eee caer ete eeeneneeenes 67 Pressley’s pottery, Elmore Co.................cccc cece cette ee eeee cette net e eet eeetaee 88 Preston's, W. D., pottery, Autauga Co.............-: eee es 92 Properties of clays PY Tite ssessiecascgaden casa saad FAY TITO INCAS 2c: caine ceotacdesa seindin sieseeadcundss Sephaesae a ecaueta doe acer Pyrometer, thermo-electric................cccceecee eee teee cece sects erceeen een eecues 37 Pyrometers.................c06, 31 Pyrometer, Seger.... 32 Pyroxene in clays... or 19 QUAN EE ee sines anak ea resrtce at nies 41 Quartz a8 a grog............00.. 182 Quartz determination 49 QUARTZ TN: GLAS. wesscescussemesesannnezses teumenarysanrasnetniy Hectares 18, 21, 28, 41, 42 Quartz in kaolin 116 Queenware clay 86 Radiolarian: Cla y-eicdeunesuryscomcinecinens stuntavtwe damea aad vue Pte 3GSteete MAES 158 Railroad cuts, clays sliding in.......0...... cee cnet ee nee eres 90, 94, 96 Randolph, Bibb Co., clays near......... 0.0.0 ccc ec eee eee e sees eee ees 90, 91 Randolph County clay. .........ccsecssccnsssesscceeseceveecetseneseaetensee seesaeeeenes 72, 73 te «¢ kaolinite 71, 72 ne ‘« mica veins 72 ee ‘¢ mica schists 70 ‘¢ pegmatite veins 72 RatlOnal anal y SOs 522 deste ovsdinacs snian son vubeacameucoysawtninbadwadeeabeddngtirsneands 56, 57 ee BOP CIAY Bes. sccinsisepencinsnnaninaains mentnin vite 50, 54, 147, 149 150, 152,.154 ef BE OP KAO M scacscscaeine sence viareee usden Sune aetwueas mee recaatieaes 54 A “| Uses of. oe 56 Red burning clays.................... Iphayeseaietide a itacyeath ae daneene creersmeics a ae 59 Red clay, Lauderdale Co ‘112 Red Mountain, Wills’ Valley, clays Red shale, Marion Co..............:cccceeeeeeeceeeee eee nneineeeeeeees Refractory articles.................05 ee bauxite “ce Page. Refractoriness in clays... cece cocccec esses eesneeseees AOA POF eI 51 “Refractory quotient? 0.0.0 oo ccccccccscsscccececececssasesesusceceteseseeees , 31 Residual clays 00.0.0... lc ccccescsccsceseusece vececceceeee seceeeeceses 5, 6, 13, 69, 73, 74 Rhea, Mrs. C., Colbert Co., clays from..................... supedd Manttanrattonte 110 Ries, Dr. Heinrich, general discussion of Clays DY: tscdiviaciesnerecncrionds » 38 ae sae ““ , physical and chemical properties of clay by........ 14 Boge oe “ , quoted......69, 70, 79, 81, 88, 89, 92, 93, 94, 97, 98, 99, 102, 103, 104, 109, 110, 126 Roberts’ Mill, Pickens Co., clay near.......0..6. ccccccscces coe bh 97, 170 Robinson Springs, Elmore Co., clay near............ccccc0.-.- 88 Rock Run, Cherokee Co., bauxite, refactory 142 ‘Rock Run, Cherokee Co., clays near........ 74, 117, 118, 133. 136, 160 a