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1925 (#1403-1607)
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1925 (#1403-1607)
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1/3/2012 12:48:05 PM
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4/16/2003 9:57:14 AM
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Pre-Charter
Year
1925
Pre-Charter - Doc Type
Resolutions
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CITY OF SANTA ANA, CALIFORNIA <br /> <br />STANDARD SPECIFICATION NUMBER 53. <br /> <br />Cement Concrete Pipe. <br /> <br /> (a) TYPES. Concrete pipe shall consist of two (2) types, namely: Sewer Pipe and <br />Culvert Pipe. <br /> <br /> (b) SIZE AND SHAPE. All sewer pipes shall be socket pipes, with sockets true, <br />circular and concentric with the bore of the pipes. All sockets must be of suttqcient diameter <br />to receive to the full depth the sl~igot end of the next following pipe or special, without <br />any chipping whatsoever of either, and also to leave an annular space, as specified in the <br />following table. <br /> <br /> All culvert pipes, commonly known as "Hand Made" pipes shall have male and female <br />ends tapered and shaped in such manner that when laid, the thickness of the shell of the <br />lfipe through the joint is uniform and equal to its thickness between joints. <br /> (c) QUALITY. All concrete plpe shall be of tlrst quality, dense, tough and free from <br />cracks or other imperfections which would be cause for rejection as hereinafter specified. <br />Al1 pipe must give a metallic ring when struck with a hammer and its interior surface must <br />be smooth. <br /> <br /> Pipe, when broken, shall appear homogeneous, and generally uniform; and, if contain- <br />ing stone, shall show pieces of fractured stone firmly imbedded in the mortar. <br /> <br /> (d) MATERIALS. All pipes shall be made of Portland Cement, sand, broken stone <br />or gravel as hereinbefore specified, provided that the size of the broken stone or gravel when <br />used must be not greater than one-half (~) the thickness of the shell of the pipe. <br /> <br /> The pipe shall be made of a mixture which shall be, by meast~re, not less than one <br />(1) part of cement to three (3) parts aggregate, and the aggregate shall be so probortioned <br />as to produce a pipe which will comply with the tests herein specified. <br /> <br /> No hydrated lime, alum and soap, asphaltum, oil or other water proofing compound shall <br />be used, nor shall any coating of cement wash be added to the inside surface. <br /> <br /> (e) METHODS OF MAKING. The pipe shall be made under a roof and the material <br />shall be thoroughly mixed in a hatch machine mixer. <br /> <br /> Sewer pipe shall be machine-molded and machine-compacted. <br /> <br /> Culvert pipe shall be made in conapslble n, olds and thoroughly rammed. Each lenl~'~h <br />of culvert pipe twenty-four (24) inches or thirty (30) inches in diameter shall be reinforced <br />with two (2) steel rings, made of one-fourth (~) inch steel bars, one ring being placed <br />six (6) idches from each end. Each length of culvert pipe thirty-six (36) inches in diameter <br />shall be reinforced with three (3) similar rings, one being placed at the center and one four <br /> ~hlS relnt0rcement shall apply to h0th single and double strength <br />(4) Inches fr0rn each end. ' ' ' <br />pipes. <br /> <br /> Where the pipe to be used in the work is to be manufactured under these specifications, <br />the Superintendent o£ Streets shall, at all times, have free and uninterrupted access to the <br />plant for the purpose of inspecting the materials being used, the methods of making, and <br />the- finished pipe. <br /> (f) CURING, ~l~-adtl pipe shall be kept thoroughly wet for a period of seven (?) days <br />and then stored for an additional period of twenty-one (21) days before it is used. <br /> <br /> (g) MARKING, EaCll pipe shall have thc date el its manufacture clearly marked <br />or stenciled on its outer surface. <br /> <br /> <br />
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