Concrete Construction: Methods and Costs by Gillette and Hill
CHAPTER VI.--METHODS AND COST OF MAKING AND USING RUBBLE
AND ASPHALTIC CONCRETE. 98
Chapters
- Chapter 1 Ch.1
- CHAPTER I.--METHODS AND COST OF SELECTING AND PREPARING Ch.2
- CHAPTER II.--THEORY AND PRACTICE OF PROPORTIONING CONCRETE. 25 Ch.3
- CHAPTER III.--METHODS AND COSTS OF MAKING AND PLACING Ch.4
- CHAPTER IV.--METHODS AND COST OF MAKING AND PLACING Ch.5
- Introduction--Conveying and Hoisting Devices--Unloading with Grab Ch.6
- CHAPTER V.--METHODS AND COST OF DEPOSITING CONCRETE Ch.7
- Introduction--Depositing in Closed Buckets; O'Rourke Bucket; Cyclopean Ch.8
- CHAPTER VI.--METHODS AND COST OF MAKING AND USING RUBBLE Ch.9
- Introduction--Rubble Concrete: Chattahoochee River Dam; Barossa Ch.10
- CHAPTER VII.--METHODS AND COST OF LAYING CONCRETE IN Ch.11
- Introduction--Lowering the Freezing Point of the Mixing Water; Common Ch.12
- CHAPTER VIII.--METHODS AND COST OF FINISHING CONCRETE Ch.13
- Introduction--Effect of Design on Form Work--Kind of Lumber--Finish and Ch.14
- CHAPTER X.--METHODS AND COST OF CONCRETE PILE AND PIER Ch.15
- Introduction--Molding Piles in Place; Method of Constructing Raymond Ch.16
- CHAPTER XI.--METHODS AND COST OF HEAVY CONCRETE WORK Ch.17
- Introduction--Fortification Work: Gun Emplacement, Staten Island, N. Y., Ch.18
- CHAPTER XII.--METHODS AND COST OF CONSTRUCTING BRIDGE Ch.19
- Introduction--Rectangular Pier for a Railway Bridge--Backing for Ch.20
- CHAPTER XIII.--METHODS AND COST OF CONSTRUCTING RETAINING Ch.21
- Introduction--Comparative Economy of Plain and Reinforced Concrete Ch.22
- CHAPTER XIV.--METHODS AND COST OF CONSTRUCTING CONCRETE Ch.23
- Introduction--Mixtures Employed--Distribution of Stock Piles--Hints on Ch.24
- CHAPTER XV.--METHODS AND COST OF CONSTRUCTING SIDEWALKS, Ch.25
- Introduction--~Cement Sidewalks:~ General Method of Construction--Bonding Ch.26
- CHAPTER XVI.--METHODS AND COST OF LINING TUNNELS AND Ch.27
- Introduction--Capitol Hill Tunnel, Pennsylvania R. R., Washington, D. Ch.28
- CHAPTER XVII.--METHODS AND COST OF CONSTRUCTING ARCH Ch.29
- Introduction--Centers--Mixing and Transporting Concrete; Cableway Ch.30
- Introduction--Box Culvert Construction, C., B. & Q. R. R.--Arch Culvert Ch.31
- CHAPTER XIX.--METHODS AND COST OF REINFORCED CONCRETE Ch.32
- Introduction--Construction, Erection and Removal of Forms: Column Forms; Ch.33
- CHAPTER XX.--METHOD AND COST OF BUILDING CONSTRUCTION Ch.34
- Introduction--Column, Girder and Slab Construction: Warehouses, Ch.35
- CHAPTER XXI.--METHODS AND COST OF AQUEDUCT AND SEWER Ch.36
- Introduction--Forms and Centers--Concreting--Reinforced Conduit, Salt Ch.37
- CHAPTER XXII.--METHODS AND COST OF CONSTRUCTING RESERVOIRS Ch.38
- Introduction--Small Covered Reservoir--500,000 Gallon Covered Reservoir, Ch.39
- CHAPTER XXIII.--METHODS AND COST OF CONSTRUCTING ORNAMENTAL Ch.40
- Introduction--Separately Molded Ornaments: Wooden Molds; Iron Molds; Ch.41
- Introduction--Drilling and Blasting Concrete--Bench Monuments, Chicago, Ch.42
- CHAPTER XXV.--METHODS AND COST OF WATERPROOFING CONCRETE Ch.43
- CHAPTER I. Ch.44
- CHAPTER II. Ch.45
- CHAPTER III. Ch.46
- CHAPTER IV. Ch.47
- 15. The trestle work was made of 12×12-in. timbers and was approximately Ch.48
- CHAPTER V. Ch.49
- CHAPTER VI. Ch.50
- part 1/8 to ½-in. stone or screenings. The sand was one-half river sand Ch.51
- CHAPTER VII. Ch.52
- CHAPTER VIII. Ch.53
- CHAPTER IX. Ch.54
- Chapter XXI. Despite this considerable use of metal for special forms Ch.55
- Chapter XIX, showing the reduction in lumber cost coming from using the Ch.56
- CHAPTER X. Ch.57
- CHAPTER XI. Ch.58
- 75. Three shifts were worked, each composed as specified for the guard Ch.59
- 84. The scow was loaded with sufficient sand and cement for a day's work Ch.60
- CHAPTER XII. Ch.61
- CHAPTER XIII. Ch.62
- 102. In fastening the forms with ties the choice is usually between long Ch.63
- Chapter VIII. Ch.64
- CHAPTER XIV. Ch.65
- CHAPTER XV. Ch.66
- Chapter II we can estimate the quantity of cement required for any given Ch.67
- CHAPTER XVI. Ch.68
- CHAPTER XVII. Ch.69
- 155. The exact construction of the forms for one of the larger slabs is Ch.70
- CHAPTER XVIII. Ch.71
- CHAPTER XIX. Ch.72
- Chapter IV. Ch.73
- CHAPTER XX. Ch.74
- 3. One full depth side form and the side of girder No. 2 formed the mold Ch.75
- CHAPTER XXI. Ch.76
- CHAPTER XXII. Ch.77
- CHAPTER XXIII. Ch.78
- 289. Referring first to the end posts, it will be seen that they were Ch.79
- CHAPTER XXIV. Ch.80
- CHAPTER XXV. Ch.81