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J <br />Compacted <br />Layers <br /> <br />1 Location Thickness lin. Density (%) <br /> Roads and embankments, 6 95 <br /> to S feet each side of <br /> subgrade Limits. <br /> Portions of roadway 9 90 <br /> embankments a[ depths more <br /> than 5 it. below subgrade. <br />E1.07 - Accessary Materials <br />A. Riprap <br />Riprap ::hall be provided by OWNER and dill be available on-site. <br />CONTRACTOR shall haul riprap and place it as indicated on plans, <br />B, Corrugated Metal Culver[ Pipe: <br />A.A.S.H.O. P!-36, Type B, galvanized, sizes and gauges as shown of <br />~• lightest commercially available standard gauge listed for pipe <br />size, where not shown, furnished with appropriate coupling bands <br />where applicable. <br />C. Flared Metal End Sections: <br />Acceptable standard manufactured items, zinc coated in confor- <br />mance with A.S.T.M. A 153 with toeplate, arranged for attachment <br />to end of pipe by means of bolted band or other acceptable bolted <br />connection. Make a gauge no[ lighter than lightesC standard <br />gauge of pipe of same diameter conforming to A.A.S.H,O. M-36 <br /> <br />5-10 <br />