14 GREAT RIVER DAM STRETCHING ACROSS HARRISBURG'S WATER FRONT ONE OF MOST BEAUTIFUL IN THE WORLD BUILDING A DAM ON SINKING SAND A RIVER'S STORY Construction of Susquehanna Obstruction at Dock Street Marvel of Engineering SOME "DENTAL" WORK Quick-Sands Bridged by Use of "Floating" Foundations of Concrete For Piers Overheard the hottest July sun of years blazed down on the little knot of men far out on the river's bosom. "We're down three feet below the foundation level now, Cowden." said one of the men to the inspector. "And we ain't touched bottom yet." The drill plunged again. Down, down another two feet or so through the yielding bottom of the river went the steel rod. "No use. we can't reach anything." finally reported a dripping workman of the flat. "We've hit a bed of fiulcksand!" That, in brief, is the story of one of the stiffest engineering problems the board of Public Works had to face —and solve—ln the construction of the great river-wide hollow con crete dam across the Susquehanna at Dock street. It is another one of the big public improvements that has helped place Harrisburg on the map of the wot;ld. Incidentally it's another reason why Harrisburg is planning to celebrate ths week—and setting aside three days to do It. The First Bis Improvement The river dam although only now in course of final completion was one of the first big improvements Harris burg planned for when it first awoke from its civic snooze in 1901. That was the year that the city decided to do something big and when the people quit authorizing the floating of im provement loans that time, some ninety thousands more than a mil lion dollars had been provided for. True. $310,000 went toward the con struction of a filter plant. $365,000 for the extension of the sewers, $260,004 for creating a park system, SIOO,OOO for paving street intersections and $65,000 was set aside for the dam. The Purpose The purpose originally was to back the water sufficiently to cover the mouths of the sewer outlets along the river. The construction of the inter ceptor however eliminated this nuisance so far as accumulation of filth in the low water was concerned, hut the building of the wall and steps] presented another equally serious, problem that had to be solved after j all. The solution was reached through , the medium of the dam. This was to ! back the stream up to a sufficient depth to cover the low and exposed j ground along the river shores on the I outside of the wall. So in 1913 the big job was begun. Frank N. Skene, of New York got the contract. His bid was $51,780, . although the "extras" growing out of the difficulties incident to the brldg- j ing of the quicksands ran the bill up ! to about $77,000. Council recently] provided some $15,000 additional to j finish the big work. Now Type of Construction Just a word about the character of] the dam. It Is unique for this section I of the country and its construction j was watched with unusual interest by ! engineers. How the great 3300-foot | long obstruction will serve the pur pose for which it is intended, will be watched with scarcely less interest. Instead of a solid breast work the dam is built with a sloping face, curv- ! ing over a concave top. The dam in j fact is merely a thick, solid shell of ] concrete. The system of construction was well worth watching. Sectional | forms of frame were sunk at 10-foot | distances on the foundation rock of; the river. Upon these, piers were built. The Pier Bases The base for each pier was concrete, , laid on the cleared rock floor of the river and through this bed or base, great bars of seriated reinforced steel was driven to a depth of four feet. The moulds for the piers were placed over this base and when the piers finally settled the extra durability of the reinforced steel was assured. All told the drilling into live rock totaled some 10,000 feet. Between the piers, great one-ton slabs of concrete were laid in grooves. The first slab was placed at the "toe" of the breastwork and fitted snugly in position. On top of this slab, was placed another: atop of that, another, and so on until the concave arch w r as reached. A single curved piece of concrete finished this off. No cement was used to keep the slabs in place; the big blocks of mate rial fitted tightly in place, 'tis true, but the pressure of the everlasting tons of the waters of the Susquehanna rolling along to the sea, heid as no cement in this world would ever hold. On the lower side of the obstruction the hollow spaces between the piers will doubtless provide mighty com fortable quarters for the lucky lazy fish who might want a plac« to loaf. The Gray Shadow The job went along swimmingly as It were, even through the extraordin arily deep, swift waters of the west tern shore —"Well's water" as it Is locally called. Long strings of coffer dams were used and the fact that some 1500 bags were passed into service for this purpose alone, may suggest some idea of the size of the job. Building the dam across the deeper waters of tho western side of the river, was pushed ahead with little trouble and only one real catastrophe One day a work man slipped into the swirling waters and the fact that he wore heavy rub ber boots offset the fact that he was one of the best swimmers in a whole ward of expert watermen. His body was not picked up for days after ward. The "Pot Holes" It was when the contractors reach ed the stream about midway from the city shore that the heart-breaking end of the venture developed. What the engineers called "pot holes" were discovered In the bed of the stream. Quicksands that swallowed con crete. foundation stones, by the tons and yet swirled hungrily for more are "pot holes." Whereupon the section across this stretch had to be crossed much after the style an expert denUst uses In swinging a false tooth between two real ones—"bridge work," they call It. On Sinking Sands The excavations In the quicksands were made as far as possible and when after half a dozen feet below the original surface no sounding could be reached, another coffer dam was con structed and tons of stone were dump ed In Upon the temporary footing • concrete was poured until a solid foun- THURSDAY EVENING, DARRIBBURG jtfjS&l TELEGRAPH - SEPTEMBER 23, 1915, HOUSE MAY NOT REST ON FOUNDATIONS OF SINKING SANDS, BUT A DAM CAN THE GAP IN THE MLAMD omZPS SEE IT j BEATING FA THEP 6 Uc5QU^ GETTING THE FORMS IN THE COFFEP DAMP nr,P nQ of 'i^ e fl . rst Improvements authorized In Harrisburg's flfteen-year improvement campaign was the construction of the dam across the Susquehanna at Dock street. While y0.i.000 was originally voted for the purpose in 1901, extra work cost considerable and eventually ran the total up to about $77,000. The dam is practically completed and represents a new type of construction for this section of the country—"the hollow concrete" type. While the dam will insure a four-foot rise of water at its breast all the time with a depth gradu ating; a few inches at Maclay street even in extreme low water, there will be sufficient current all the time to push a thin sheet of flow across the breast. Two big openings, one on tho island, and one along the city shore, afford passage room for fish and boats —If any of the latter should wish to try it. The construction of the dam by the Frank N. Skene Company, developed a most serious engineering problem that was readily solved however by Joel D. Justin, principal engineer of the board of public works. This was the bridging of the "quick sands. dation on the sinking sands was es tablished. Then on this concrete base the regular pier forms were started much as if solid rock had existed be neath. And the "floating" section of the dam was held more firmly in place by the construction of the additional piers in the row on either side. What It Takes to Build a Dam So, the ingenuity of Joel D. Justin, principal engineer of the Board of Public Works, solved a real river problem, and incidentally questioned in a mild way the Sunday school hymn of the house that was built on sinking sands. In conclusion, if figures mean any thing. a final word as to the quantities of material that were used in building the river dam might not be amiss. More than 1450 cubic yards of con crete, 110 tons of reinforced steel. 300 square yards of rip-rapping. 1000 cubic yards of stone filling are a few Items. Reviews Histo r y of City During Last 50 Years Interesting addresses on the expan sion of Harrisburg were given at mid week prayer services In Ridge Avenue Methodist Church, last evening by Dr. Silas C. Swallow and Wilmer Crow. Speaking on "Harrisburg as It Was, as It Is, and as It Should Be," Dr. Swallow went back fifty-three years and reviewed the growth of the city to the present day, he then suggested additional improvements. After point ing out the advancement of the city on many lines since the days of the Civil War. he said the city still needed a new courthouse, city hall, larger church congregations, more pastors, Sunday Schools and superintendents, a new hotel and more jail room or fewer salooss. In his talk on "What Can Christian People Do to Make Harrisburg Bet ter," Wilmer Crow said the people should not fo:get their shortcomings and they should not forget the Impor tance of Intellectual and moral quali ties that need development. POST OFFICE EFFECTED BY BIG CELEBRATION In observance of the great Municipal celebration activities, to-morrow work will be restricted at the Post Office. The Central, Hill and Maclay stations will be closed from 9:30 o'clock in the morning until noon. The 10 a. m. and 1 p. m. collections will also be omitted. Presidents of Board of Trade and Chamber of Commerce moo—loi.i 1900—Frank R. Ix. ]_>. Ham melbaugh, photographical and statis tical; C. B. Kagor, Jr., Technical Higli school; C. S. Rebuck, department of medical inspection; E. F. Keller, commercial; J. J. Brehm, supervision of exhibits; H. E. Todd, supervision of construction; E. G. Rose and G. W. Updegrove, music; Katherine McNiff, ancient languages; Mary H. Hogan, drawing, and Krances Hamilton, do mestic science. NERVOUS EXHAUSTION Irritability, oversensitiveness, a dis position to worry over trifles, head ache, dizziness—these are symptoms of nervous exhaustion, neurasthenia. Very often the patient feels best and brightest at night. Rest seems to bring no refreshment, the nervous system fails to recuperate. This dis tressing condition is caused by worry more often than by any other one thing. Overwork and worry Invite the disorder. The treatment Is one of nutrition of the nerve cells, requiring a non alcoholic tonic. As the nerves get their nourishment from the blood the treatment must be dtrected towards building up the blood. Dr. Williams' Pink Pills act directly on the blood and with proper regulation of the diet have proved of the greatest benefit lr» I many cases of neurasthenia. A tend ! ency to anemia, or bloodlessness, , shown by most neurasthenic patients, lis also corrected by these tonic pills. ' Your own druggist sells Dr. Williams' I Pink Pills or they will be sent by 1 mall at 50 cents per box; six boxes [ $2.50. Begin the treatment at once | before your condition becomes ■ chronic. | Two useful books, "Diseases of the Nervous System" and "What to Eat i and How to Eat," will be sent free by ! the Dr. Williams Medicine Co., Schen- I ectady, N. Y., if you mention thl» paper.—Advertisement