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Concrete Construction: Methods and Costs by Gillette and Hill
CHAPTER XXII.--METHODS AND COST OF CONSTRUCTING RESERVOIRS
Concrete Construction: Methods and Costs by Gillette and Hill
CHAPTER XXII.--METHODS AND COST OF CONSTRUCTING RESERVOIRS
Chapter 38
3 words
Chapters
Chapter 1: Chapter 1
Chapter 2: CHAPTER I.--METHODS AND COST OF SELECTING AND PREPARING
Chapter 3: CHAPTER II.--THEORY AND PRACTICE OF PROPORTIONING CONCRETE. 25
Chapter 4: CHAPTER III.--METHODS AND COSTS OF MAKING AND PLACING
Chapter 5: CHAPTER IV.--METHODS AND COST OF MAKING AND PLACING
Chapter 6: Introduction--Conveying and Hoisting Devices--Unloading with Grab
Chapter 7: CHAPTER V.--METHODS AND COST OF DEPOSITING CONCRETE
Chapter 8: Introduction--Depositing in Closed Buckets; O'Rourke Bucket; Cyclopean
Chapter 9: CHAPTER VI.--METHODS AND COST OF MAKING AND USING RUBBLE
Chapter 10: Introduction--Rubble Concrete: Chattahoochee River Dam; Barossa
Chapter 11: CHAPTER VII.--METHODS AND COST OF LAYING CONCRETE IN
Chapter 12: Introduction--Lowering the Freezing Point of the Mixing Water; Common
Chapter 13: CHAPTER VIII.--METHODS AND COST OF FINISHING CONCRETE
Chapter 14: Introduction--Effect of Design on Form Work--Kind of Lumber--Finish and
Chapter 15: CHAPTER X.--METHODS AND COST OF CONCRETE PILE AND PIER
Chapter 16: Introduction--Molding Piles in Place; Method of Constructing Raymond
Chapter 17: CHAPTER XI.--METHODS AND COST OF HEAVY CONCRETE WORK
Chapter 18: Introduction--Fortification Work: Gun Emplacement, Staten Island, N. Y.,
Chapter 19: CHAPTER XII.--METHODS AND COST OF CONSTRUCTING BRIDGE
Chapter 20: Introduction--Rectangular Pier for a Railway Bridge--Backing for
Chapter 21: CHAPTER XIII.--METHODS AND COST OF CONSTRUCTING RETAINING
Chapter 22: Introduction--Comparative Economy of Plain and Reinforced Concrete
Chapter 23: CHAPTER XIV.--METHODS AND COST OF CONSTRUCTING CONCRETE
Chapter 24: Introduction--Mixtures Employed--Distribution of Stock Piles--Hints on
Chapter 25: CHAPTER XV.--METHODS AND COST OF CONSTRUCTING SIDEWALKS,
Chapter 26: Introduction--~Cement Sidewalks:~ General Method of Construction--Bonding
Chapter 27: CHAPTER XVI.--METHODS AND COST OF LINING TUNNELS AND
Chapter 28: Introduction--Capitol Hill Tunnel, Pennsylvania R. R., Washington, D.
Chapter 29: CHAPTER XVII.--METHODS AND COST OF CONSTRUCTING ARCH
Chapter 30: Introduction--Centers--Mixing and Transporting Concrete; Cableway
Chapter 31: Introduction--Box Culvert Construction, C., B. & Q. R. R.--Arch Culvert
Chapter 32: CHAPTER XIX.--METHODS AND COST OF REINFORCED CONCRETE
Chapter 33: Introduction--Construction, Erection and Removal of Forms: Column Forms;
Chapter 34: CHAPTER XX.--METHOD AND COST OF BUILDING CONSTRUCTION
Chapter 35: Introduction--Column, Girder and Slab Construction: Warehouses,
Chapter 36: CHAPTER XXI.--METHODS AND COST OF AQUEDUCT AND SEWER
Chapter 37: Introduction--Forms and Centers--Concreting--Reinforced Conduit, Salt
Chapter 38: CHAPTER XXII.--METHODS AND COST OF CONSTRUCTING RESERVOIRS
Chapter 39: Introduction--Small Covered Reservoir--500,000 Gallon Covered Reservoir,
Chapter 40: CHAPTER XXIII.--METHODS AND COST OF CONSTRUCTING ORNAMENTAL
Chapter 41: Introduction--Separately Molded Ornaments: Wooden Molds; Iron Molds;
Chapter 42: Introduction--Drilling and Blasting Concrete--Bench Monuments, Chicago,
Chapter 43: CHAPTER XXV.--METHODS AND COST OF WATERPROOFING CONCRETE
Chapter 44: CHAPTER I.
Chapter 45: CHAPTER II.
Chapter 46: CHAPTER III.
Chapter 47: CHAPTER IV.
Chapter 48: 15. The trestle work was made of 12×12-in. timbers and was approximately
Chapter 49: CHAPTER V.
Chapter 50: CHAPTER VI.
Chapter 51: part 1/8 to ½-in. stone or screenings. The sand was one-half river sand
Chapter 52: CHAPTER VII.
Chapter 53: CHAPTER VIII.
Chapter 54: CHAPTER IX.
Chapter 55: Chapter XXI. Despite this considerable use of metal for special forms
Chapter 56: Chapter XIX, showing the reduction in lumber cost coming from using the
Chapter 57: CHAPTER X.
Chapter 58: CHAPTER XI.
Chapter 59: 75. Three shifts were worked, each composed as specified for the guard
Chapter 60: 84. The scow was loaded with sufficient sand and cement for a day's work
Chapter 61: CHAPTER XII.
Chapter 62: CHAPTER XIII.
Chapter 63: 102. In fastening the forms with ties the choice is usually between long
Chapter 64: Chapter VIII.
Chapter 65: CHAPTER XIV.
Chapter 66: CHAPTER XV.
Chapter 67: Chapter II we can estimate the quantity of cement required for any given
Chapter 68: CHAPTER XVI.
Chapter 69: CHAPTER XVII.
Chapter 70: 155. The exact construction of the forms for one of the larger slabs is
Chapter 71: CHAPTER XVIII.
Chapter 72: CHAPTER XIX.
Chapter 73: Chapter IV.
Chapter 74: CHAPTER XX.
Chapter 75: 3. One full depth side form and the side of girder No. 2 formed the mold
Chapter 76: CHAPTER XXI.
Chapter 77: CHAPTER XXII.
Chapter 78: CHAPTER XXIII.
Chapter 79: 289. Referring first to the end posts, it will be seen that they were
Chapter 80: CHAPTER XXIV.
Chapter 81: CHAPTER XXV.
AND TANKS 588
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