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CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: XX-XXXX <br />PROJECT TITLE <br /> <br />32 <br /> <br />Relative <br />Compaction <br />(Percent) <br /> <br />Reduced <br />Compensa- <br />tion Factor <br /> <br />Relative <br />Compaction <br />(Percent) <br /> <br />Reduced <br />Compensa- <br />tion Factor <br />94.2 0.978 92.6 0.871 <br /> <br />94.1 <br /> <br />0.974 <br /> <br />92.5 <br /> <br />0.858 <br /> <br />94.0 <br /> <br />0.970 <br /> <br />92.4 <br /> <br />0.843 <br /> <br />93.9 <br /> <br />0.966 <br /> <br />92.3 <br /> <br />0.825 <br /> <br />93.8 <br /> <br />0.961 <br /> <br />92.2 <br /> <br />0.804 <br /> <br />93.7 <br /> <br />0.956 <br /> <br />92.1 <br /> <br />0.775 <br /> <br />93.6 <br /> <br />0.950 <br /> <br />92.0 <br /> <br />0.700 <br /> <br />93.5 <br /> <br />0.944 <br /> <br /> <br /> <br /> <br />Lot sizes are as described in California Test Method 375. If asphalt in a lot is accepted <br />on the basis of a reduced relative compaction, the payment shall be adjusted by <br />multiplying the above factors if the lots are within the range of the above table and as <br />described elsewhere in these special provisions. Should the lot test indicate a relative <br />compaction value of 91.9% or less, the lot shall be removed and replaced at Contractor’s <br />sole expense. <br />A lot will generally be considered the area of asphalt concrete placement performed in <br />one continuous operation in a given day unless otherwise approved by the Engineer. A <br />lot shall consist of approved paving material from only one asphalt concrete production <br />plant. Should asphalt concrete from more than one source (or plant) be used in any single <br />paving operation, the highest reference maximum density shall be used for determination <br />of Relative Compaction. More than one paving operation (one for each source of <br />material) may be performed if equipped as a separate operation and is approved by the <br />Engineer. <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 />1.10 ASPHALT RUBBER HOT MIX (ARHM) <br />This section shall conform to Section 302-9 of the Standard Specifications and these <br />Special Provisions. <br />Asphalt-rubber hot-mix shall be gap graded Class D (ARHM-GG-D). <br />505 E Central Ave <br />#B11/6/2024