Laserfiche WebLink
CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: 25-6030 <br />TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD <br />AVENUE <br />mul <br />Relative <br />Reduced <br />Relative <br />Reduced <br />Compaction <br />Compensa- <br />Compaction <br />Compensa- <br />(Percent) <br />tion Factor <br />(Percent) <br />tion Factor <br />94.5 <br />0.988 <br />92.9 <br />0.902 <br />94.4 <br />0.985 <br />92.8 <br />0.892 <br />94.3 <br />0.982 <br />92.7 <br />0.882 <br />94.2 <br />0.978 <br />92.6 <br />0.871 <br />94.1 <br />0.974 <br />92.5 <br />0.858 <br />94.0 <br />0.970 <br />92.4 <br />0.843 <br />93.9 <br />0.966 <br />92.3 <br />0.825 <br />93.8 <br />0.961 <br />92.2 <br />0.804 <br />93.7 <br />0.956 <br />92.1 <br />0.775 <br />93.6 <br />0.950 <br />92.0 <br />0.700 <br />93.5 <br />J •" <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 />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 />