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CITY OF SANTA ANA <br /> SPECIFICATIONS <br /> PROJECT NO.: 25-6030 <br /> TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD <br /> AVENUE <br /> Relative Reduced Relative Reduced <br /> Compaction Compensa- Compaction Compensa- <br /> (Percent) Lion Factor (Percent) tion Factor <br /> 94.5 0.988 92.9 0.902 <br /> 94.4 0.985 92.8 0.892 <br /> 94.3 0.982 92.7 0.882 <br /> 94.2 0.978 92.6 0.871 <br /> 94.1 0.974 92.5 0.858 <br /> 94.0 0.970 92.4 0.843 <br /> 93.9 0.966 92.3 0.825 <br /> 93.8 0.961 92.2 0.804 <br /> 93.7 0.956 92.1 0.775 <br /> 93.6 0.950 92.0 0.700 <br /> 93.5 0.944 <br /> Lot sizes are as described in California Test Method 375. If asphalt in a lot is accepted on <br /> the basis of a reduced relative compaction, the payment shall be adjusted by multiplying <br /> the above factors if the lots are within the range of the above table and as described <br /> elsewhere in these special provisions. Should the lot test indicate a relative compaction <br /> value of 91.9%or less,the lot shall be removed and replaced at Contractor's sole expense. <br /> A lot will generally be considered the area of asphalt concrete placement performed in one <br /> continuous operation in a given day unless otherwise approved by the Engineer. A lot shall <br /> consist of approved paving material from only one asphalt concrete production plant. <br /> Should asphalt concrete from more than one source(or plant)be used in any single paving <br /> operation, the highest reference maximum density shall be used for determination of <br /> Relative Compaction. More than one paving operation (one for each source of material) <br /> may be performed if equipped as a separate operation and is approved by the Engineer. <br /> Prior to paving the contractor shall submit a "Paving Plan" which outlines relevant items <br /> including but not limited to: estimated tonnage per day, sequence of paving, limits of pulls, <br /> locations of seams, equipment to be used, and hours of operations. <br /> 1.09 PAVEMENT FABRIC <br /> This section shall conform to Section 213 and 302-7 of the Standard Specifications and <br /> these Special Provisions. Pavement fabric shall overlap street reconstruction areas by a <br /> minimum of six(6)inches. <br /> 33 <br />